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HomeMy WebLinkAboutProduct approvals, 5500 Series PVC ImpactMIAMI- ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.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 (AHD). 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 -5500" PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, 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 NCA. 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 NCA revises NOA# 16-0714.03 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. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, 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 Space?, 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. 16-0714.03) 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. 15-0519.05) 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 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 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 9.0 Manuel 1perez, P.E. Product Contro , Diner NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) I Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5t11 Edition (2014) and FBC 611 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. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.03) G. OTHERS 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 anzpiring on 07/30/20. y Man Pere , P.E. Product Con rol E miner NOA No. -0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 ANCHORAGt EXAMPLE FOR 28-1/8" MAX. O.C. _ RADIUS -TOP HEADER (SIM. — 12" MAX. FROM FROM FOR ALL FIXED FRAME WINDOW TYPES) A— III 8&9 B, SEE 30" MAX. O.C. �' X12" MAX. SHEET3 / - �— XII A, SEE r SHEET 3 EQUALLYI SPACED ANCHORSPER TABLES 9-11 EQUALLY SPACED ANCHORS PER TABLES 9-11 B SHEET3 ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL -LITE CONFIGURATION f 54" MAX. BUCK WIDTH 30" 12" MAX. B, SEE —�j MAX. O.C. SHEET3 A, SEE__ SHEET 3+ EQUALLY11 SPACED ANCHORS PER TABLES 9-11 C - K HT EQUALLY SPACED ANCHORS PER TABLES 9-11 T _ 12" MAX. III l j LI I I I, FIXED EQUALLY III A— III 8&9 I 17-7/8" MAX. O.C. / BUCK / - �— XII O 10" MAX. O.C. 84' SASH 1 _ � 1 —� MA) LIGHT 10" MAX. O.0BUC . X 4 HEIG 1 13-3/4" MAX. O.C. I I I A A 6-11/2" MAX. _jNO ANCHORS AT SILL � � SEE SILL WEEP - 54" MAX. BUCK WIDTH NOTCH DETAILS SHEET3 ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL -LITE CONFIGURATION f 54" MAX. BUCK WIDTH 30" 12" MAX. B, SEE —�j MAX. O.C. SHEET3 A, SEE__ SHEET 3+ EQUALLY11 SPACED ANCHORS PER TABLES 9-11 C - K HT EQUALLY SPACED ANCHORS PER TABLES 9-11 12" —I 21-5l8" MAX. O.C. ANCHORAGE EXAMPLE FOR ARCH -TOP HEADER (SIM. FOR ALL WINDOW TYPES) DESIGN PRESSURE RATING T _ FIXED VISIBLE LIGHT WIDTH III l j LI I I I, FIXED EQUALLY VISIBLE 91.78" III 8&9 /LIGHT HEIGHT OI / BUCK TABLES 9-11 - �— XII j 10" MAX. O.C. 17 SASH 1 _ � 1 VISIBLE LIGHT / HEIGHT I 12" —I 21-5l8" MAX. O.C. ANCHORAGE EXAMPLE FOR ARCH -TOP HEADER (SIM. FOR ALL WINDOW TYPES) DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-7 LARGE & SMALL MISSILE IMPACT RESISTANT /" MAX. FROM / FRAME SEAM D, SEE SHEET4 B, SEESHEET 3 _ 4� 30" MAX. O.C. - i—i- 2 MAX C, SEE - SHEET4 ' 17-7/8"MAX. O.C. it / jll SEE A, SEE r — SHEET3+ X l j LI I I I, xi EQUALLY INSTALLATION, INTEGRAL FIN & J -CHANNEL... 91.78" SPACED 8&9 MAX. ANCHORS PER ANCHOR QUANTITIES ......................................... BUCK TABLES 9-11 - �— HEIGHT 12-13 10" MAX. O.C. _ � 1 ,1 13-3/4" MAX. O.C. 1 ' _l 6-1/2" MAX. NO ANCHURS A I SILL SASH VISIBLE SEE SILL WEEP- ~ LIGHT WIDTH NOTCH DETAILS, SHEET3 ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH ORIEL/PROVIEW CONFIGURATION EQUALLY SPACED ANCHORSPER TABLES 9-11 II, II, O it / jll SEE J X l j LI I I I, xi SHEETS B --�_ _ J NU ANUNUMO A aiu ►- 54" MAX. BUCK WIDTH I 12" MAX. 17-7/8" MAX. O.C. 62„ MAX. 10" MMAX 0 C. BUCK HEIGHT 13-3/4" MAX. O.C. 52-1/8" MAX. BUCK WIDTH i_ SEESHEETS 8&9 OII I I SEE J FRAME, GLASS & ANCHOR OPTIONS ................. y xi SHEETS INSTALLATION, INTEGRAL FIN & J -CHANNEL... �A 1 8&9 DESIGN PRESSURES ........................................... _ •, 6-1/2" MAX. if ANCHOR QUANTITIES ......................................... 8-10 SEE SILL WEEP- D f NOTCH DETAILS, 12-13 SHEET3 52-1/8" MAX. BUCK WIDTH i_ SEESHEETS 8&9 OII I I I I I /I I / 1 FRAME, GLASS & ANCHOR OPTIONS ................. 2 xi I I I II INSTALLATION, INTEGRAL FIN & J -CHANNEL... 4 1-1/4" 84" BUCK HEIGHT AS SHOWN (91.78" MAX.) [6, 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 4-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES: SERIES 5500 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 NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED . 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS 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 & 7966; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DFIFtION M41JUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. \\\ aei LYNA( 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 4-8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. 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). \CEN'** No.58705 vZ = U (�� �O S TE ` /%s;S'ONAL ENG \ , A. LYNN I<h'ILL R, 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 ......................................... 8-10 EXTRUSION PROFILES ........................................ 11 ASSEMBLY & PARTS LIST... ... __......................... 12-13 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 UPDATED TO FBC 2017. - JR - 06/06/17 Description: 1070 TECHNOLOGY DRIVE GENERAL NOTES & ELEVATION N. VENICE, FL 34275 (941)-480-1600 COPYRIGHT ® 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 yggai3E:C7 RLITIISED r cnmp!yaxt8 with the Fkxida Building Code Acceglzu=oe P30 E - Ex 'caDate J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Series/Model: Scale: Sheet: Drawing No. Rev: SH -5500 NTS 1 OF 13 MD-SH5500-01 I B c r_. Acc TVRDD Glass Type Description (Listed from Exterior to Interior) Design Pressure Table # Sheeet # 5 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 4,5 6 6 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 4,6 6 7 7/8" Laminated I.G.: 3/16" A Extedor Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 4,6 6 8 7/8" Laminated I.G.: 3/16" T Exterior Cap + 318" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 4,6 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 7 7 10 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 7 7 11 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 7 7 12 7/8" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 7 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 8 7 14 7/8" Laminated I.G.: 1/8" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedayer 8 7 15 7/8" Laminated I.G.: 3/16" A Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedayer 7 7 16 7/8" Laminated I.G.: 3/16" T Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedayer 7 7 TABLE 2: ALLOWABLE F ANCHORS THROUGH THE FRAME 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" 5-16 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1" 1-3/8" ....through 1X Buckstrip into Concrete/CMU - sheet 3, option 3 1/4" steel Creteflex P.T. Southern Pine (SG=0.55) 1" 1-3/8" Square/Rett., Arch -Top & Radius -Top 1/4" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 1-3/8" C 1/4" steel UltraconConcrete (min. 2.85 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM G90) 2-1/2" 1-1/4" ....into 2X Wood Frame/Buckstdp - sheet 4, option 5 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" 13/4" 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" TADi D o. Ai i O�AiARI G ANCHORS THROE Ir:H THF INTF(`RAI FIN Group Anchor Substrate Min. Edge Min. Distance Embedmenr E 2-117'x .131" Common Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16" Options 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 UltreCon@ #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" GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN • THE HVHZ ABOVE 30'. * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. FIGURE C: FRAME SHAPES Frame Glass Frame Frame BUCK WIDTH Types Options Configs. Shapes Installation Options that may be used (see Fig 8) (see Table 1) (see Fig A) (see Fig C) 96 ksi Elco UltreCon@ 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi ....into 2X Wood Frame/Buckstrip -sheet 3, option 1 Flange (#2) 5-16 Equal -Lite, ew O& Cottage & Cotta Square/Rect., Arch -Top & Radius -Top 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 45 ksi ....into 2X Wood Frame/Buckstrip -sheet 3, option 1 Box / Equal -Leg (#4) 5-16 Equal -Lite, Oriel/ProNew & Cottage Square/Rett., Arch -Top & Radius -Top 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, Oriel/Proview & Cottage Square/Rett., Arch -Top & Radius -Top Through the integral fin...... ....into 2X Wood Frame/Buckstnp - sheet 4, option 5 ....into Metal - sheet 4, option 7 Through the frame of the window...... ....into 2X Wood Frame/Buckstrip - sheet 4, option 6 .,_.into Metal - sheet 4, option 8 Integral Fin (#3) 5-8 Equal -Lite, Odel/Proview & Cottage Square/Rett., Arch -Top & Radius -Top Through the integral fin...... ....into 2X Wood Frame/Buckstdp - sheet 4, option 5 ,.,.into Metal - sheet 4, option 7 P Through the frame of the window...... ....into 2X Wood Frame/Buckstdp -sheet 4, option 6 I ,,,.into Metal - sheet 4, option 8 FIGURE A: FRAME CONFIGURATIONS —��BUCK WIDTH Min. F" Steel Screw BUCK WIDTH 120 ksi 18-8 Screw BUCK WIDTH�r 95 ksi 410 Screw 90 ksi EQUAL -LITE ORIEL COTTAGE —��BUCK WIDTH Min. F" Steel Screw BUCK WIDTH 120 ksi 18-8 Screw BUCK WIDTH�r 95 ksi 410 Screw 90 ksi 110 ksi Elco Aggre-Gator® 57 ksi 96 ksi Elco UltreCon@ 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 W x w x 0 = w = F w ID w(D �11_ 1C RADIUS -TOP ARCH -TOP RECTANGULAR WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10. .. LYNN * ; No.58705 y� * MIN. OF 3Q.'. 6 TE O • .!(7�: BEYOND THE(�s'•Ft OR1OP.•'•U,\ DS METAL SUBSTRATE. /NAL A. LYNN IIv�ILU4, P.E. P.E.# 58705 FIGURE B: FRAME TYPES 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 UltreCon@ 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 ANCHORS RE -GROUPED - JR - 06/06/17 "A"= ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" =.090" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. PRODUCT REVISED �s EuonsfAyingwnh the :FlGeAk'. ao-a 4_':A Cede xt,9F PE F?d$G 3y- iaua' Dcde Yrerdlse�Coidrai'� 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI N. VENICE, FL 34275 (941}480-1600 77tie: Date: CO"RIGHT 0 2017 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 PGT INDUSTRIES, INC. Series/Model: Scale: Sheet: Drawing I Rev: ALL RIGHTSFAUTH. #29296 SERVED SH -5500 NTS 2 OF 13 MD-SH5500-01 B CERT. OF AUT - 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 EMBEDMENT EXTERIOR EDGE a DISTANCE a r �1/4 MAX OPT. TYP. ANCHOR TYPE, 81 C SHIM EMBEDMENTAND ° TYP. ANCHOR TYPE, EDGE FRAME SILLS EMBEDMENT AND EDGE DISTANCE PER 4, DISTANCE PER SUBSTRATE, SUBSTRATE, @ FIXED LITE: BUCK WIDTH - 4-3/8" SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. HEIGHT (EQUAL -LITE) VERTICAL SECTION B -B 4 FIXED 19 20 OPT. SASH TOP VISIBLE LIFT RAIL LIGHT HEIGHT FOR ALL WINDOWS: 48 1 ANCHOR @ 3.55" 49 FROM END AND AT 21 CENTER. O j 22 FOR WINDOWS 72 OVER 36" WIDE: 0 ADD ADDITIONAL 14 45 46 47 SCREWS @16-3/8" 35 FROM END. Q 16 FOR WINDOWS WITH BUCK BOTTOM LOCKS: 50 ADD ADDITIONAL HEIGHT SCREWS @ 8-3/8" 1 85 n FROM END. EQUAL-LEG/BOX FRAME SHOWN SASH VISIBLE LIGHT HEIGHT 1/4" MAX SHIM USE EITHER LATCH OR BOTTOM LOCK. TESTED UNIT LOCATION: 6-5/8" FROM SASH END. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. FLANGE FRAME NOTES: SHOWN 1/4" MAX SHIM 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 IX 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. .27"X 1.25"_ ° EXTERIOR �- a REQUIRED IN 86 W/COVER@ 38 OPT. (2) 1" INTERIOR 81 C WEEP NOTCHES AT gp EACH END. FRAME SILLS EQUAL-LEG/BOX FRAME SHOWN SASH VISIBLE LIGHT HEIGHT 1/4" MAX SHIM USE EITHER LATCH OR BOTTOM LOCK. TESTED UNIT LOCATION: 6-5/8" FROM SASH END. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. FLANGE FRAME NOTES: SHOWN 1/4" MAX SHIM 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 IX 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. .27"X 1.25"_ ° NO ANCHORS �- WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS W/COVER@ 38 FLANGE OR 2.87" FROM m EQUAL -LEG WIDTH EACH END. ° , FRAME SILLS @SASH: BUCK WIDTH - 6-1/2" TYPE VARIES - - - - ----- @ FIXED LITE: BUCK WIDTH - 4-3/8" WITH SASH o HEIGHT (EQUAL -LITE) VERTICAL SECTION B -B BUCK HEIGHT/2-3-15/16" INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 16 1/4" MAX SHIM �- SASH VISIBLE 17 LIGHT WIDTH ❑ o a BALANCE TYPE VARIES - - - - ----- WITH SASH o WEIGHT 54 30 31 a� EXTERIOR 87 I�\v 4 FIXED VISIBLE LIGHT WIDTH EQUAL LEG/BOX BUCK WIDTH FRAME HORIZONTAL SECTION A -A SHOWN DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2. 1/4" MAX. SHIM #10 OR #12 STEEL SELF -DRILLING - SMS (G5), SEE ❑ TABLE 2, SHEET 2. FLANGE FRAME SHOWN EXTERIOR INSTALLATION rl nDTInM n 7 ANCHOREDTHROUGH /111111/ FRAME INTO METAL NY LrNN CEN _ * N0.58705 '* .a �/ • 44// 1070 TECHNOLOGY DRIVE ��'•,ST E OF (V \ N. VENICE, FL 34275 i �`s •'•�,� ORIDP`.••'G\?� (941}480-1600 S ` �ONAL IEN `� GTIND GIR®zo77 PGT INDUSTRIES, INC. 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 EMBEDMENT a° a EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT _ AND EDGE DISTANCE PER EDGE SUBSTRATE, DISTANCE SEE TABLE 2, SHEET 2. , ,'plyb'sy' xith tate Fkwwla otdingeode / 7 e.:.=s+kmcl hat: `._ BY Descriptlon: "' ^" "�• FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI Title: Date: 31NGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Series/Model: Scale: I Sheet: Drawing No. Rev: SH -5500 I NTS 3 1 MD-SH5500-01 B INSTALLATION DETAILS FOR INTEGRAL FIN INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS SHEET. J -CHANNEL FRAME SHOWN BUCK HEIGHT FIXED VISIBLE LIGHT HEIGHT EXTERIOR I4- EMBEDMENT SASH VISIBLE LIGHT HEIGHT & J -CHANNEL FRAMES I INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X EMBEDMENT WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 0 1/4" MAX SHIM EDGE DISTANCE a TYP. ANCHOR TYPE, �lL_J SHIM 86 EMBEDMENT AND EDGE OPT. (2)1„ INTERIOR 81 WEEP NOTCHES AT gp EACH END. TYP. ANCHOR TYPE, I4- EMBEDMENT SASH VISIBLE LIGHT HEIGHT & J -CHANNEL FRAMES I INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X EMBEDMENT WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 0 1/4" MAX SHIM EDGE DISTANCE OPT. SASH TOP LIFT RAIL FOR ALL WINDOWS: 1 ANCHOR @ 3.55' FROM END AND AT CENTER. FOR WINDOWS OVER 36" WIDE: ADD ADDITIONAL SCREWS @16-3/8" / 35 FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8-3/8" FROM END. NO ANCHORS REQUIRED IN FRAME SILLS IF ANCHORING THROUGH FRAME. r U 1/4" MAX TYP. ANCHOR TYPE, �lL_J SHIM FRAME SHOWN EMBEDMENT AND EDGE 27" X 1.25" WEEPHOLE r�t DISTANCE PER SUBSTRATE, FROM EACH END. SEE TABLE 2, SHEET 2. TYP. ANCHOR TYPE, (SCREW SHOWN) 11/4" MAX SHIM —� a DISTANCE PER SUBSTRATE, EDGE TYP. ANCHOR TYPE, DISTANCE EMBEDMENT AND EDGE _ DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. VERTICAL SECTION D -D (NAIL SHOWN) OPT. SASH TOP LIFT RAIL FOR ALL WINDOWS: 1 ANCHOR @ 3.55' FROM END AND AT CENTER. FOR WINDOWS OVER 36" WIDE: ADD ADDITIONAL SCREWS @16-3/8" / 35 FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8-3/8" FROM END. NO ANCHORS REQUIRED IN FRAME SILLS IF ANCHORING THROUGH FRAME. r U 1/4" MAX INTEGRALMN �lL_J SHIM FRAME SHOWN 0 27" X 1.25" WEEPHOLE 38 W/COVER @ 2.87" FROM EACH END. TYP. ANCHOR TYPE, EDGE DISTAN EMBEDMENT AND EDGE —� a DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. EMBEDMENT (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D -D ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEET. USE EITHER LATCH (SHOWN) OR BOTTOM LOCK (SHEET 3). TESTED UNIT LOCATION: 6-5/8" FROM SASH END. 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. BALANCE YPE VARIES WITH SASH WEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. SASH VISIBLE LIGHT WIDTH 1/4" MAX SHIM EXTERIOR it INTE NRAL _ FIXED VISIBLE FRAME 3 1V\\�JIIL I� LIGHT WIDTH SHOWN 1/4" MAX. SHIM INTEGRAL FIN FRAME SHOWN BUCK WIDTH HORIZONTAL SECTION i-- EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2 #10 OR #12 STEEL - SELF -DRILLING - SMS (G5), SEE TABLES 2 & 3, SHEET 2. c� FIN AND/OR FLANGE REMOVED IN -FIELD 1/4" MAX. SHIM 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION a OPTION OPENING) IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL BEADING TO BEADING. \\ \ 11 I I I 11111 INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED) 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" Pte.•.• VICENSF'• No. 58705 - STATE OF (vim �s''•P,4ORIDP..•'����� 70"L /11111111\\ A. LYNN MILLER, P.E. P.E.# 58705 I" ODa 'CT REVdSW) as _3m! lyang with #7u Flu i dsr. S u;ldmg Coale u..",plmmNo t7 !off Description: Drown By: 1070 TECHNOLOGY DRIVE J -CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI N. VENICE, FL 34275 (941}480-1600 Title: Date: COPYRIGHT ®2017 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 PGT INDUSTRIES, INC. SerieslModek Scale:Sheet: Drawing No. ReY: ALL RIGHTS RESERVED SH -5500 NTS 4 OF 13 MD-SH5500-01 I B CERT. OF AUTH. #29296 �{ 7/8" NOM. 7/8" NOM. �— -�{ 7/8" NOM. -- --�{ 7/8" NOM. 7/8" NOM. 5/16" A/A PVB 5/16" A/A PVB 5/16" A/A PVB 5/16" A/A PVB 5/16" H/H SG 7/16" AIR SPACE 7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 7/16" AIR SPACE 1/8" A GLASS 1/8" T GLASS 3/16" A_ GLASS 3/16" T GLASS 1/8" A GLASS aEXTERIOR C] EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 76-79 76-79 76-79 76-79 76-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7/8" NOM. � --�{ 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 5/16" AIR SPACE 5/16" AIR SPACE 1/8" T_ GLASS 3/16" A GLASS 3/16" T GLASS 1/8" A GLASS 1/8" T GLASS a EXTERIOR a EXTERIOR 10 a EXTERIOR a EXTERIOR a EXTERIOR 76-79 76-79 76-79 76-79 76-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 �{ 7/8" NOM. 7/8" NOM. 7/16" A/A SG 7/16" A/A SG 1/2" NOM.GLASS GLASS TYPES 9 THROUGH 1/4" AIR SPACE 1/4" AIR SPACE B 76-79 ITE ' TYP. 16 MAY NOT BE USED 3/16" A GLASS 3/16" T GLASS 72 74 WITH J -CHANNEL OR INTEGRAL FIN FRAMES a EXTERIOR � EXTERIOR GLASS TYPES 5, 7, 9, 11, 13 78.79 76-79 31 & 15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 30'. �'�L;U[ T '4'€Sc.9-e GLASS TYPE 15 GLASS TYPE 16 38 30t aO� CENSE S Revision: swsisa% 3 E%€CL �O� -)3iVniai.%ii i .ia4�$�'ftr^d * : No. 58705 GLAZING NOTES: Drawn By: "A" = ANNEALED - -p = Description: TYP. GLAZING DETAIL "Id" STRENGTHENED "T" -� •• 2`,Z ( Off'. 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI = TEMPERED ® "PVB"=.090"TROSIFOL PVB BY KURARAY AMERICA, INC. � STATE OF ,. (V '•.F[ORIDP,. •'• �� N. VENICE, FL 34275 Date: (941)-480.1600 Title: sG"=.090"SENTRYGLAS®BYKURARAYAMERICA, INC. s �\ SANAL SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. ENG / 111I I I 1 \ pCOMPJGHTE20I17 ALL RIGHTS RESERVED Series/Model:Scale: Sheet: Drawing No. Rev: A. LYNN MILLER, P.E. SH-5500NTS 5 OF 13 MD-SH5500-01 B P.E.# 58705 CERT. OF AUTH. #29296 Glass Types 5,6,7&8 Design Pressure, lbse Sash Height Range (n) z Design Pressure, lbs/ft Window Buck Width (in) upto48 52.725 Re Mr. Level Rt For all window &sash sizes SEE TABLE 9, SHEET 8 FOR ANCHOR GROUP AND QUANTITY. I SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. TABLE 5: Glar Type 5 Bottorn Sash Description forgiven Ran9e ® Windom Height Shawn Sash Height Range (n) z Design Pressure, lbs/ft Window Buck Width (in) upto48 52.725 Rein(. Level For all window and sash sizes 23.5 Equal -lite 11.394 +65.0 -700 +65.0 -70.0 Standard Cottage 14.517 -15.870 +85.0 -70.0 +65.0 -70.0 28 Equal -lite 11.503-14.516 +e&0 -70.0 +65.0 -70.0 Standard Fro4em 11.377.11.562 +85.0 -70.0 +65.0 -70.0 Tallest 23.517-25.286 +85.0 -70.0 +65.0 -70.0 Standard Cottage 20.958-23.516 +65.0 -700 +65.0 -70.0 37.375 EqualAte 17.517-20.957 +65.0 -700 +65.0 -70.0 Standard Protiew 14.517 -17.516 +65.0 -700 +65.0 -70.0 Shortest 11.377-14.518 1 +85.0 -70.0 +65.0 -70.0 Tallest 27.583-31.911 +6&0 -70.0 +65.0 -70.0 Custom Sae 26.517-27.582 +85.0 40.0 +65.0 -70.0 Standard Cottage 23.517-26.516 +65.0 -70.0 +65.0 -70.0 44 Equal -lite 20.517-23.516 +65.0 -700 +65.0 -70.0 Standard Fromm 17.517-20.516 +65.0 -70.0 +65.0 40.0 Custom Sae 14.517-17.518 +65.0 -70.0 +65.0 -70.0 Blades[ 11.377-14.518 +65.0 -70.0 +65.0 40.0 Tallest 31.583-35.911 +65.0 -70.0 +65.0 40.0 Standard Cottage 28.517-31582 +05.0 -70.0 +65.0 -70.0 Equal -lite 20.517-28.518 +85.0 -70.0 +65.0 -70.0 48 Standard Protiew 17.517 - 20.516 +65.0 -70.0 +65.0 -70.0 Custom Sae 14.517-17.516 +65.0 -70.0 +65.0 -70.0 CUatpm Sae 12.517-14.516 +65.0 -70.0 +85,0 -70.0 Shortest 11.377-12.516 +65.0 -70.0 +85.0 -70.0 E Tallest 33.208 - 37.536 +65.0 -70.0 +65.0 -700 Standard Cottage 28.517-33.207 +65.0 -70.0 +65.0 -70.0 Equal -lite 23.517-25.516 +65.0 -70.0 +650 -70.0 to I Custom Sae 20.517-23.516 +65.0 40.0 +850 -70.0 X 49.625 Standen! Protiew 17 517-20.518 +85.0 -70.0 +85.0 -70.0 Custom Sae 14517-17.516 +6&0 -70.0 +650 -70.0 Custom Sae 12.517-14.516 +65.0 -70.0 +65.0 -70.0 Shodest 11.377-12.516 +65.0 -70.0 +65.0 -70.0 Tallest 36.517-41.644 +65.0 -70.0 +65.0 -70.0 Standard Cottage 31.517-38.518 +65.0 -70.0 +65.0 -70.0 Equal -lite 28.517-31.516 +65.0 -70.0 +650 -70.0 Standard Promew 23.517-26.516 +65.0 -70.0 +65.0 -70.0 62 Custom Sae 20.517-23.516 +85.0 -70.0 +65.0 -70.0 Custom Sae 17.517-20.516 +65.0 -70.0 +65.0 -70.0 Custom Sae 14.517-17.516 +65.0 -70.0 +65.0 88.1 Custom Sae 13.017-14.516 +65.0 -70.0 +65.0 87.3 Shortest 11.864 -13.018 +65.0 -70.0 +65.0 88.5 Tallest 39.517-41.644 +65.0 -70.0 +65.0 -70.0 Custom Sae 38.517-39.516 +6&0 -70.0 +65.0 -70.0 Equal4lte 35.517-38.516 +6&0 -70.0 +650 -70.0 75 Custom Sae 32.517-35.518 +65.0 -70.0 +65.0 -70.0 Standard Pmtiew 29.517-32.516 +65.0 -70.0 +650 -70.0 Custom Sae 28.517-29.518 +65.0 -70.0 +650 87.3 Shodest 25.518-26.518 +85.0 -70.0 +65.0 86.5 Equal -lite 38.517-41.644 +85.0 -70.0 +85.0 -70.0 84 Custom Sae 35.517 - 36.518 +85.0 -70.0 +65.0 87.3 Standard Proti" 33.818 - 35.516 +65.0 -70.0 +65.0 88.5 91.78 Tallest - 41044 +65.0 -70.0 +65.0 88.5 SEE TABLE 10, SHEET 9 FOR ANCHP OUP AND QUANTITY. **MIN. SASH HEIGHT = WINDQMtX ��- {C, _IJHT� 50.136 * No.58705 -0 tTE O (V /"/TONAL rcNG '///111111111 A. LYNN MILLER, P.E. TABLE 6: Glass Types 6,7&8 Design Pressure, Ibse +65.0 / -70.0 Rant Level R2 For all window and sash sizes SEE TABLE 10, SHEET 9 FOR ANCHOR GROUP AND QUANTITY. JAMB HEADER MEETING RAIL EXTERIOR a SILL SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 COPYRIGHT 02017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 __ . rrl'_±3:iitst c�atPs O,e F'«cettP�. L',:�iidin� arae By 119Pw^*no d€s64`rsaacvel "" Description: I umne. ray: DESIGN PRESSURE TABLES J ROSOWSKI Title: Doe.: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 SH -5500 I NTS 1 6 OF 13 1 MD-SH5500-01 I B Glass Type 9-1Z 15 B 16 Reinf. Leval 3 Bottom Sash Description forgiven Range ® Window Height Shown Sash Height Range (in) up ta 40 Design Pressure, IbslR2 Window Buck Width (!n) 48 52.125 54 Design Pressure lbslft2 23.5 Equaldite 11.394 +70.0 -110.0 +70.0 -110.0 +70.0 1 -110.0 +70.0 -110.0 54 Standard College 14.517 -15.870 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 28 Equallite11.583-14.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 14.517-15 870 +700i_710.p Standard Prwiew 11.377-11.562 +70.0 -110.0 +70.0 -110.0 *70.0 -170.0 +70.0 -110.0 +70.01-710.0 Tallest 23.517-2S.286 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0!-110.0 +70.01-110.0 Standard Cottage 20.958 - 23.516 +70.0 410.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 11.377 - 11.582 37.375 Equal-lile 17.517-20.957 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -109.0 +70,0 1-110.0 Stantlard Prwiew 14.517-17.515 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 i-110.0 +70.0 -170.0 Shortest 11.377-14.518 +70.0 -110.0 +M0 -110.0 +70.0 -107.0 +70.0 -103.0 20.958-23.516 +70.0 -110.0 Tallest 27.583 - 31.911 +70.0 -t 10.0 +70.0 99.0 +70.0 -93.0 +70.0 -90.0 +70.0!410.0 Custom Size 28.517 - 27.582 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 1-110.0 +70.0 1-710.0 Standard Cottage 23.517-28.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -t 10.0 14.517-17.516 44 Equal -lite 20.517-23.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.01-110.0 Standard PW4 17.517-20.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 1-110.0 +70.0 1 -110.0 +70.0 1-110.0 Custom Size 14.517-17.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 -MD j -110.0 +70.0 -110.0 Shortest 11.377-14.516 +70.0 -110.0 +70.0 -110.0 +70.0 -107.0 +70.0 403.0 Tallest 31.593-35.911 +70.0 -110.0 +70.0 99.0 +70.0 -93.0 +70.0 -90.0 -70.0!410.0 +70.0!-110.0 Standard Cottage 26.517-31.582 +70,0 -110.0 0 410.0 +70.0 -110.0 +70.0 -110.0 +70.0!-110.0 +70.0 -110,0 Equalklite 20.517-26.516 +70,0 -110.0110.0 +70.01-11DA +70.0 .110.0 +70.0 -110.0 48 Standard Pro.4ew 17.517-20.518 +70.0 -110.0110.0 +70.0 j-110.0 +70.0 -110.0 +70.0 -110.0 +70.01410.0 +70.01-110.0 Custom Size 14.517 -17.516 +70.0 -110.0110.0 +70.0 -110.0 +70.0 -110.0 +70.01-110.0 +70.0 -110.0 Custom Size 12&517-14.516 +70.0 -110.0110.0 F+70.0 +70.0 -110.0 +70.0 -110.0 Shortest 11.377-12.518 +70.0 -110.0-110.0 +70.01-1100 +70.0 -110,0 +70.0 -110.0 +70.0 -110.0 +70.0!-110-D Tallest 33.208-37.538 +70.0 -110.0-99.0 +70.0 -93.0 +70.0 -90.0 'S x +Mg I -110.0 Standard Cottage 26.517-33.207 +70.0 -110.0-110.0 +70.01-110.0 +70.0 -110.0 +70.0 -110.0 s Equaldite 23.517-28.518 +70.0 -110.0-110.0 -1M0 +70.0 -110.0 +70.0 -110.0 m +70.0 ! 99.0 Custom Sae 20.517-23.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 � 49 625 Standard Pranew 17.517-20.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Custom Size 14.517-17,516 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 +70.01-710.0 +700!-110.0 DUatam Size 12.517-14.516 +70.0 -110.0 +MO -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 • -110.0 +70.0 1-110.0 Shortest 11.377-12.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Tallest 36.517-41.844 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 4`10.0 +70.01-110,0 +70.01-770.0 Stallard Cottage 31.517 -36.518 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -710.0 *70.0 1-110.0 Equal -lite 26.517-31.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Standard Preview 23.517-26.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 ! -110.0 62 Custom Size 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 Custom Size 17.517-20.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Standard Cottage Custom Size 14.517-17&516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 110.0 +70.0 -110.0 +70.0 -770.0 Custom Size 13.017 -14.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 t 10.0 +70.0,-11 0.D +70.0 -110.0 Shortest 11.884-13.016 +70,0 -110.0 170.0 -110.0 +70.0 -110.0 110.0Tallest stom Size 20.577 - 23 516 39.517-41.644 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 110.0Custom +70.0 j -110.0 +70.0 -110.0 Size 38.517 - 39.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110,0 1+70.0-110,0 -110.0Equal-lite +70.0!-'110.0 +70.0 -710.0 +70.01-110.0 35,517-38.516 +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 -110,075 stom Sae Custom Size 32.517-35.516 +70.0 -110.0 +700 -1100 +70.0 -110.0 -110.0Standard +70.01 410.0 +70.0-710.0 Prw-0ew 29.517 -32.518 +70.0 4100 +700 -1100+70.0 -110.0 410.0Custom +70.D -110.0 +7D.01-770,0 Size 26.517-29.516 +70.0 -110,0 +(0.0 -110,0 +70.0 -1100 -110.0Shortest Shortest 11.377 - 12.516 25.516-28.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 -110.0 +70.0 j -770.0 +70.0 i -110.0 Equaldite 38.517.41844 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 84 Cullom Size 35.517 - 38.518 +7�O7 -110.0 +70.0 -110.0 +70.0 -110.0 Stallard Cottage 31517-36.576 Standard Preview 33.818 - 35.516 +7 -110.0 +70.0 -110.0 +70.0 410.0 +70.0.-170.0 +70.01-108.5 Tallest - 41.644 +7 -110.0 1 +70.0 1 -1%0 1+70.0 -110.0 SEE TABLE 11, SHEET 10 FOR ANCHOR GROUP AND ULAN I I I Y. ** MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. GlarsType 13814 Bottom Sash Description for given Range ® Window Height Shawn Sash Height Range (in) & GLASS TYPES 9-16 Design Pressure lbslft2 SILL (REINFORCEMENTS SHOWN Reinf, Level 3 Window Buck W idth (in) TO ALL CONFIGURATIONS) 18 1 24 1 32 36 1 40 413 1 52125 54 23.5 Equal-0de 11.394 +70.0 ! -110.0 +70.0 1-110.0 +70.01-110.0 +70.0 -110.0 +70.0 ! -110.0 +70.0 1-110.0 +70.0 -110.0 170.0 -110.0 Slantlard Cottage 14.517-15 870 +700i_710.p +70.0 i-110.0 +70.0!-110.0 +70.0 j-110.0 +70.01-110.0 +70.01-110.0 +70.01-110.0 +70.01-710.0 28 Equal -lite 11.583-14.516 170.0 -110.0 +]0.01-170.0 +]0.01-010.0 +70.0!-110.0 +70.01-110.0 +70.0 j-110.0 +70.0 -1`10.0 NO.O j-110.0 Standard Prov!ew 11.377 - 11.582 +70.0 j -110.0 +70.0 1-110.0 +7uO 410.0 +70.0 1-110.0 +70.0 i -170.0 170.0 -110.0 +70.0 i -110.0 +70,0 1-110.0 Tallest 23.517-25,286 +70.0!-110.0 170.0!-110,0 +70.0 j-110.0 +70.0 i-110.0 +70.0 -170.0 +70.0!-110.0 +70.01-110.0 +70.01-110.0 Standartl Cgttage 20.958-23.516 +70.0 -110.0 +70.0!-110.0 +70.01-110.0 +70.0 -110.0 +70.0 -110.0 +70.01-710.0 +70.01-110.0 +70.0!410.0 37.375 Equ2lfte 17.517- 20.957 +70.0 ! -110.0 +70.0 1 -710.0 +70.01-11D.0 +70.0 1-110.0 +70.0 1-710.0 +70.01 -770.0 +70.0 -110.0 +70.0 i -109.0 Standard Pralew 14.517-17.516 +70.0 -110.0 +70.0!-110.0 +70.0!-110.0 +70.0 j-770.0 +70.01-110.0 +70.01410.0 +70.0!-110.0 +70.01-110.0 Shortest 1137- 14.516 +MD 1-110.0 -70.01-110.0 +70.0 1-110.0 +70.0 1-110.0 +70.0 1 -110.0 +70.0 1-110.0 +70.0 -1020 +70.0 j -103.0 Tallest 27.583 - 31.911 -MD j -110.0 +70.0 -110.0 +70.0 1-110,0 +7().0 i -110.0 +70.0 i -110.0 +70.0 1 .99.0 +70.0 -93.0 +70.0 -90.D Custom Size 26.517-27.582 -70.0.-1100 +70.0 -110.0 +70.0 j-110.0 +70.0 i-110.0 -70.0!410.0 +70.0!-110.0 +70.0 i-110.0 +70.0•-770.0 Standard Cottage 23.517-26.516 +70.0!-110.0 +70.0 -110,0 +70.0 -110.0 +700 410.0 +7D.01-110.0 +70.01-11DA +70.0!-110.0 +70.01-110.0 46 Equaldtle 20.517-23.518 +70.0,-110.0 +70.0 j-110.0 +70.01-170.0 *70.0!-110.0 +70.01410.0 +70.01-110.0 +70.01 AH)0 +79.01-110.0 Standard Preview 17.517-20.518 +70.01-110.0 +70.0 -110.0 +7D.01-110.0 +70-0 -110.0 +70.0 j-110.0 +70.01-110.0 +70.01-110.0 +70.0 i-110.0 Custom Size 14.517-17.516 +70.0 j-110.0 +70.01-1100 +70.0!-110.0 +70.0 -110.0 +70.0 -110.0 +70.0!-110-D +70.0 j-710.0 +70.0 i-1'10.0 Shortest 11.377 - 14.516 +70.0 ! -110.0 +Mg I -110.0 +70.0 1-110.0 +70.0 j -110.0 +70.0 1-110.0 +70.01-110.0 +70.0 1-107.0 +70.01-103.0 Taltest 31.583- 35.911 +70.0 ! -110.0 +MD 1-170.0 +70,0 j -110.0 +70.0 -110.0 +70.0 1-110.0 +70.0 ! 99.0 +70.0 1 -93.0 +70.0 1 90.0 Standard Cottage 26.517-37.582 +70.0 i-110.0 +70.01-110.0 +70.01410.0 +70.01-110.0 +70.01410.0 +70.0•-110.0 +70,01-770.0 -70.01-110.D Equal -lite 20.517-26.516 +70.0'-110.0 +70.0 j-110.0 +70.Di 410.0 +70.01-110.0 +70.01-710.0 +700!-110.0 170.0 j-110.0 +70.0 j -1%O 48 Standard Prwiew 17.517 - 20516 +70.0 • -110.0 +70.0 1-110.0 +70.0' -11D.D +70.0 j -110.() +70.0 -110.0 80.01-770.0 +70.0 -110.0 +70.0 -110.0 Custom Size 14.517-12516 +79.0!-110.0 +70.0!-110.0 -7().D;-110.0 +70.0!-110.0 +70.01-110,0 +70.01-770.0 +MD -110.0 +70.01-110.0 Custom Size 12.517- 14.516 +70.0 -710.0 *70.0 1-110.0 +70.01410.0 +70.0 1410.0 +70.0 j -110,0 +70.0 i -'110.0 +70.0 -110.0 +70.0 i -110.0 Shortest 17.377-12.516 +70.0 • -110.0 +70.01410.0 +70.0 j -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 ! -110.0 +70.0 j -110.0 +70.0 ; -110.0 _ _ Tallest 33.208 - 37.536 -70,0'-110.0 +70.0 ! -110.0 +70.0' -110.0 +70.0 -770.0 +70.0 1-110.0 +70.0 i 99.0 +70,01 93.0 +7D.0 • 90.0 .s Standard Cottage 26.517-33.207 +70.0 -110.0 +70.0 -770.0 +70.0 -110.0 70D -110.0 +70.01-110.0 +70.0 -110.0 +70.0 -770.0 +70.D -110.0 x Equei!-lite 23.517-26.516 +70.0 -110.0 +70.0,-11 0.D +70.0 -110.0 +70.0!-110.0 +70.0!-110.0 +70.01-110.0 +70.01-1100 +70.0 -110.0 se stom Size 20.577 - 23 516 +70.0 -110.0 +70.0 1-710.11 +70.0 -110.0 -70.0 -110.9 +70.0 1-110.0 +70.0 j -110.0 +70.0 -110.0 +70.0 1-110.0 $ 49'625 ndartl Pro4ew 17.517-20.516 +70.01-110,0 +70.0!-'110.0 +70.0 -710.0 +70.01-110.0 +70.01-110.0 +70.01-110,0 +70.0!-110.0 +70.01'110.0 stom Sae 14.517-12516 +7D.0 j-110,0 +70.01-110.0 +70.01-170.0 +70.01-110.0 +70.01-110.0 +70.01 410.0 +70.0-710.0 +70.0 -770.0 stom Sae 12.517-`14.St6 +70.0!-710.0 +70.D -110.0 +7D.01-770,0 +70.0 j-110.0 +70.0!-110.0 +70.01-110,0 +70.0 -110.0 +70.0 -7700 Shortest 11.377 - 12.516 +70.0 1-110.0 +70.0 j -770.0 +70.0 -110.0 170.0 . -110.0 +70.0 1-110.0 +70.0 j -770.0 +70.0 i -110.0 +70.0 1-770.0 Tallest 36.517 - 41.644 +70.01-110.0 +70.0 -110.0 +70.0 ! -110.0 +70.0 1-110.0 +70.0 j -1100 +70.0 -770.0 +70.0 -110.0 +70.0 1-105.7 Stallard Cottage 31517-36.576 +70.0 -110.0 -70.01-110.0 *70.01-110.0 +70.01-110.0 +70.01-110.0 +70.0.-170.0 +70.01-108.5 +70.01-103.0 Equal -lite 28.577- 31.516 +70.0) -1"10.0 +70.0 ! -110.0 +70.0 -11li N0.0 1-110.0 +70.0 ! -110.0 170.0 -110.0 +70.0 j -107.9 +70.0 -102.4 Standard Pralew 23.577- 26.576 +70.0 -110.0 +70.0 1-110.0 +70.0 j -110.0 +70.0 -110.0 +70.0 -110.0 .70.0 1-110.0 +70.0 -110.0 170.0 i -105.2 62 Custom Size 20.517- 23.576 .70.0 1-110.0 +70.0 1 A10.9 +70.0 -itD.O N0.0 ! 410.0 +70.0 1-110.0 *70.0 j -110.0 +70.0 1-119.0 +70.0 -107.0 Custom Size 17.517-20.516 -70.01410.0 170.0 -110,0 +7011-110.D +70.0 j-110.0 +70.0 -110.0 +70.0!-110.0 +70.01-110.0 +70.0•-109.6 Custom Size 14.517-17.516 +70,01-7700 +70.01-110.0 +70.0 -110.0 +70.0 -706.0 +70.0 -102.6 +70.0 -100.5 +70.0 j-100.5 +700!-100.5 Custom Size 13.017-14.516 +70.0 -110.0 +70.01-110.0 +70.0 -106.2 +70.0 -700.7 +70.0 97.1 +70.01 94.4 +70.0. 94.4 +70.01 94.4 Shortest 11864-13.016 +70.0 -1100 +70.0 j 410.0 +70.0 402.6 *70.0 ! 971 +70.0 j 93.3 -70.0 j 90.1 +70.0 1 90.0 +70.0-90.0 Tallest 39.517- 41.644 +70.0 -110.0 -70.01-11 0.0 +70.0 1-110.0 +70.0 1-170.0 +70.0 j -110.0 +70.01-110.0 +70.0 1-101.5 +70.0 1 98.0 Custom Sae 38.577-39.516 +70.0 -110.0 +70.01410.0 +70.0 j-110.0 +70.0 -110.0 +70.0!-110.0 +70.01-110.0 +70.D -101.7 +70.01 96.3 Equaldite 35.517-38.516[-7D.1-110.0 +70.01-110.0 +70.0 -110.0 +700 410.0 170.01-110.0 +70.0!-110.0 +70.0 -100.4 +70.01 95.0 75 Custom Sae 32.517-35.516 -110,0 +70.0 i-110.0 +70.0 -110.0 +70.a IAA .0 +70.0 -110.0 +70.0 -110.0 +70.0 -100.7 +70.01 95.2 Standard Pronew 29.517- 32.5161-110.0 +70.0 -1100 +70.0 -110.0 +70.0 j 410.0 +70.0 -110.0 +70.0 -109.8 +70.0 -101.6 +70.0 • 96.7Custom Size 26.517- 29.516 -110.0 +70.0 -110.0 +70.0 j -707.9 +70.0 •-102.4 +70.0 ! 98.9 +70.01 96.4 +70.0. 96.4 +70.0 1 96.4Shortest 25.516-25.5161-110.0 +70.0 j-170.0 +70.0 -104.6 +70.0 99.1 +70.01 95.4 -70,01 92.4 +70.0! 92.4 +70.0! 92.4 Equal -lite 38.517-41.644 -110.0 +701 -110.0 +70.0 -110.0 +70.01-110.0 +70.0!-110.0 +70,0.409.40.01 96.7 +700 91.1 84 Cullom Size 35.517-38.516 -110.0 +70.01470.0 +70.0'-1029 +70.01-1024 +70.0 98.9 +70.0! 96.4 +70.0! 96.4 -70.0 91.6 Standartl Pronew 33.918-35.516 -'110.0 +700 -110.0 +7001-1026 170.0 97.0 +70.0 93.3 90.01 90.7 170.0 90.0 NO.D 90.0 9178 Tallest °' - 41644 -110.0 +70.0 j -770.0 +70.0 • 402.6 +70,0. 97.0 +70.0 • -93.3 -70.0 j 90,1 +70.0 90.0 +70.0 90.0 SEE TABLE 11, SHEET 10 FOR ANCHOR GROUP AND QUANTITY. ** MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 , 7 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 00 LYNN �•.' �10EN" SF'•.��� _ * No. 58705 %O,n'. STA E OF �''/S'O 1NAL EN `• A. LYNN iv♦ILLER`P.E. JAMB SECTION DETAIL FOR HEADER MEETING RAIL EXT RSASH YII-IIHII-IIY HEIGHT WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 SILL (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY p J` TO ALL CONFIGURATIONS) 'GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL 0 FIN FRAMES ?EODUCT REVISED C�nm' lying with the H7 ida EFeg�ESSy�, Xi`44tli :4atcv is i3y -. '+/claze7a Gds R; ociucf C4ia6-a6 Description: Drawn By: 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI N. VENICE, FL 34275 (941}480.1600 Title: Date: COPYRIGHTG2017 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 PGT INDUSTRIES, INC. Seriee/Model: Scale: Sheet: Drawing No. Rev: ALL RIGHTS RESERVED SH -5500 NTS 7 OF 13 MD-SH5500-01 B CERT. OF AUTH. #29296 FOR ANCHOR GROUP D. TABLE 10, SHEET 9 MAY BE USED. TABLE 9: Anchor Quantities Required for Anchor Quantime" _ t9" Wide __---- 24" Wide Anchor Grarp A 37 W'Itle %' Wide 40' Wibe -- 48" Wim 52-var' Woe 18' WIde 24" Wire 3Z Wide Ancha Grail B 36' Wide 40' WiW 48" W6de - 52-116" Wide 18" Wide -- 2d" Wide 37 Witls Anchor Group C 36" Wide - 40' Witle 48" Wide 52-118" Wide Installation "ThroJamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamo Jamb Jamb JarrA Jamb Jamb Jamb Jamb Jamb Jamb Jamb JarnO .kmb GlassTypes; 4 6, 7a8 Reins Level R1 Bottom Sash Descnidion for ven g Range Wmtlox HeigH Shown SazhHeigM Range (in) ¢ ¢ ¢ Z $ .e m ,� i ¢ `� o� a ¢ g a m o 'B i ¢ g a a ¢ E 'S ar m v ¢ ¢ F£ S '¢ ¢ m ffi ¢ ¢ •£ ¢ ¢ $ m 5 g i ¢ S ¢ ¢ 9 m ¢ 2 a$ a ¢ g m 6 ¢ Z 0 a ¢ ;s 9 m G ,� 2 ¢ E �g ¢ ¢ i m a ¢ ¢ ¢ m p ¢ 2 c ¢ g on ar ¢ •£ a ¢ F m # ¢ S ¢ ¢ g m `m ¢ g a ¢ F m Is ¢ '£ ¢ ¢ f m W ¢ Z ¢ ¢ g on iu ¢ Z ¢ ¢ g m A i ¢ S a ¢ 's m ¢ g a a ¢ >: m a i ¢ ¢ m a8 m $$€ i ME ¢ o ¢ ¢ m i 2 m $ 23.5 28 37.3]5 44 46 49625 62 75 Equal -Re Standam Cottage EquaFlde Standard Prwiew Tallest Standartl Cottage EplaHde SlandardPrw4ew Shortest Tallest Custom Sae Standard Collage EWarlde StantlardPmeew Customsee Shotest Tallest Standard Cartage Equal -Ile Standard Prwiew Custom Size Custom Sae Shodesi Tallest Standard Cottage EglaFlte Custom Slee StandardPraiew Custom Size Cstan Sae Shodest Tallest Standard Cottage EquaFlde Standard Prwiew Cud=Size Cuslan Size Cusiom Sae Custom Size Shanest Tallest Custom Sae Equal -Ida Custom Size Standartl Prwiew Custom Sae Shatest EquaFlde CullomSne Tallest 11.394 14.517-15.870 11.583-14.516 11.377-11.582 23.517-25.206 71.956-23.516 17.517-20.957 14.517-17516 11.377-14.516 27.593-31.911 26.517-27.582 23.517-%.516 20.517-73516 1].517-20.516 14.517-17.516 11.377-14.516 31.583-35.911 26.517-31.562 20.5-17-26.516 1].517-20.516 14.517-17.516 12.517-14.516 11.377-12516 33.208-37.535 %.517-31207 23.517-26.516 20.51]-23516 17.517-20.516 14.517-17.516 -T2 517- 11.377-12516 35.517-41.644 31517-36.516 26.517-31.516 23.51]-25.516 20.517-23516 1T517- 20,516 14.517-17516 13.09-14.516 11.864-13016 %.517-41.644 38.517-39.516 35.517-38518 32.517 -ME 516 29.517-32516 26.517-29.516 25.516-26.516 38.517-41.644 35.517-38.516 37.818-35516 `-41.644 t 1 1 2 t 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 4 3 3 3 3 3 4 4 3 4 4 + 2 Z 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 1 1 7 1 1 1 1 1 1 1 1 i 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t t 1 1 1 i 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 1 2 2 2 Z 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 4 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 II 4 3 3 3 3 3 4 3 3 4 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 t 1 1 1 1 1 1 1 1 1 1 t t 1 1 1 1 1 1 1 t t t 1 1 1 1 t 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 6 3 3 3 3 3 + 8 3 4 4 4 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 d 4 3 3 3 3 3 4 3 3 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 t 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 d 3 3 3 3 3 4 d 3 4 4 4 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 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 2 1 t 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 d 4 2 2 2 Z 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 d 3 3 3 3 3 4 3 3 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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 4 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 + 3 3 3 2 2 2 2 2 4 4 3 3 3 3 3 4 3 3 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 2 t 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 4 2 2 2 2 3 2 2 2 2 3 3 3 2 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 4 4 3 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 3 3 3 3 3 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 d 4 4 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 1 1 1 1 1 t 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 1 t 1 t 1 1 1 t t 1 1 1 1 1 t 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 d 4 Z 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 1 1 1 t 1 1 7 1 1 1 1 1 1 t 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 i 1 1 1 1 1 1 1 t 1 t 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 4 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 d 3 3 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 1 1 1 2 1 1 2 2 2 1 2 2 2 2 3 3 t 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 3 4 d 4 3 3 3 3 3 4 4 3 d 4 d 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 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 t 1 1 2 t 1_L 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 4 4 4 3 3 3 3 3 d 4 3 4 44 44 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 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2- 2 2 2 2 2 2 2 2 2 2 2 1 1 1 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 3 4 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 d 3 3 3 3 3 d 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 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 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 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 2 t 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 2T, 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 34 34 4 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 t 1 1 1 i 1 1 1 t 1 1 1 1 1 t 1 i 1 1 1 7 1 1 2 t 1 2 2 2 1 2 2 2 2 3 3 7 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 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 + 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 t 1 1 t t 1 t 1 1 1 t 1 1 t t t t 1 t 1 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 II 4 3 3 3 3 3 4 4 3 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 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 t32 t t 1 2 t 1 2 2 2 t 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 d 3 3 3 3 3 b 4 3 4 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 b 6 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 t 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 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 2 2 Z 2 2 2 2 2 2 3 3 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 2 4 4 3 3 3 3 3 4 4 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 t t 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 2 2 3 3 3 3 3 2 3 3 3 3 3 4 4 d 3 3 3 3 3 4 4 3 4 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 2 2 2 2 2 4 3 3 3 2 2 2 2 2 4 4 3 3 3 3 3 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 t 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 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 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 2 2 2 2 2 4 3 3 3 2 2 2 2 2 4 4 3 3 3 3 3 484 3StandardPrwlew 4 391.78 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SEE TABLE 4, SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS IABLE. ** 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. LYNN •.• �dCENgF'•.��� ' * No. 58705 ' %AOS'.• SATED•(V�: ////I/ON /OINAL A. LYN 1 I•AILLEtR, P.E. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 COPYRIGHT 02017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 Max. Anchor O.C. Spacing for Anchor GmupE ch Anor GmupF "Integral -Fin" Installation ,''r'.E.}i' UICT REVISED Bu ldm-Code Accepm.oe Pau E1Mirad on IIaAe Pvi;..n; aeEr i'I+t>rl�€.z C ait�'as' Description:""'^" r• ANCHOR QUANTITY TABLE J ROSOWSKI Titte: Date: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 /Model: Scale: I Sheet: Drawing No. Rer. SH -5500 I NTS 8 1 MD- I B TABLE 1U: Artolp Group B - - - Anchor Graup C - - - -- Anchor Group D -- nchoughfrmne" equired for Anchor Ouenlhles Required for t8"Witle 2<Witle 37 Wid: 35 Wlde 40'Wi� A8-Witle 52-118'Wbe 18'Witle 24"4Vke 37 Witle WIVIde QMcs112, 8"Wille 52-VB"WIOe t8'Witle 2a'Witle 32'WWe "Wtle d0-Witle 48'Wltle 52-118'Wi� Jamb Jae w ¢ m m to JV a a„m$a _ ¢ m m a i Jamb a $ ¢ m s m k x Jxrt§ m $¢ a s m t3 Jxnb a s a a m is Jams a 4 `a s s no 'i Jamb s oli_8 a g s m t3 Jame a '¢ f o s m iu !aro a a$ a s m Jago a '¢ z & m R .lamb s '¢ g m # at m h a 'a s m k a¢ $& ¢ m Ie a ¢ s m >G a '¢ s m ¢¢ m h a ¢ s m h m a m k m¢ ¢ sR2 m235 b78 GMWTYWS RNt 8 Level eaaomBash m a is Dasurytlon br gum Sash H1agx v Rage WiMpv Range Ona Height ShMn ¢ m E Am .i m' 28 37.375 44 48 49.625 62 75 84 9178 Epu4Re EgmFHe Tallest Standxtl Coaage EpiaFtte Standptl ProAea Shortest Tallest Cmtom Size sla dwd Cartage EquaFRe Standard P1New Custam Size Shortest retest SWd-wd Cottage EgmMe Stanoxtl PruJ" Custom Size Clstom Size Shortest Tallest StaitlalCottage Epmlite Custom Size Sfendard PIW. CuslOm Sme Cmlom Size Shortest Tallest gtan dCNta� EgtmMe Stas dPrmm Custom 8@e Catam Size Cmtan1-Size C4stom Sfze Shorten Tallest Cueamsize Epm411te Custom=e SYandartl PrWav Custamsize Shortest Equable Custom S.e Tallest 11.394 14.517-15.870 11.583-14.516 11.311-11.582 23517-25286 20958-23.516 17.517-27.957 14.517-17.516 11.377-14.516 27.583-31.911 2&517-27.582 9.517-26.516 205-17-9.516 17.517-9.516 14.517-17.516 11.311-14.516 31.513-35.911 26.517-31.512 M517-26.516 17.5`17-20.516 14517-17.516 12517-14.516 11.311 -125th 3199-37.536 2&5-17-33217 9517-26.516 20.517-9.516 -12517-20518 14.517-17.516 12517-14.516 11.377-12516 3&517-41.644 31.59-36.518 26.51/-31516 9517-26.516 X517-23.516 17.517-9.516 14.517-17.518 13017-14.516 11.863-13.016 39.517-41.644 38.517-39.516 35.517-38.516 32517-35.516 %.517-32.516 26.59-29.516 25516-26.516 3&517-41.844 35.517-38516 9-818-35516 ^- 41.844 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 d 4 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 d 3 3 3 3 3 4 3 3 d 1 1 1 1 1 1 1 1 1 1 t 1 1 1 t 1 1 1 1 1 1 1 t 1 1 1 t 1 t 1 1 t 1 1 1 1 1 t 1 t 1 1 1 t 1 t 1 1 1 1 t 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 4 3 3 3 3 3 4 4 3 4 4 4 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 8 3 3 3 3 3 4 3 3 4 t 1 1 1 1 t 1 1 1 1 1 1 t 1 1 1 t 1 1 t 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 t 1 7 t 1 1 2 t t - 2 2 t 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 4 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 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 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 4 4 4 3 3 3 3 3 4 4 3 4 4 d 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 b 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 t 1 2 t t 2 2 2 1 2 2 2 2 3 3 t 2 2 3 3 3 3 t 2 2 3 3 3 3 3 2 3 3 3 3 3 4 4 d 3 3 3 3 3 4 4 3 4 4 4 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 d 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 t 1 2 t 1 2 2 2 t 2 2 2 2 3 3 t 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 4 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 d 3 3 3 3 3 4 3 3 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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 4 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 d 3 3 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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 4 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 1 1 1 1 t t 1 1 1 1 1 1 t 1 t 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t t 1 1 1 1 1 1 1 7 1 t 1 1 1 1 1 1 t 2 1 1 2 2 2 t 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 d 3 4 4 4 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 1 t t t 1 1 1 1 1 1 i t 1 1 1 1 1 t t 1 1 1 1 t 1 1 t 1 t 1 1 t 1 1 t t 1 1 1 1 1 1 t 1 t 1 1 t 1 1 t 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 d 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 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 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 4 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 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 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 6 3 4 4 4 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 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 t 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 d 4 4 3 3 3 3 3 4 4 3 4 4 4 2 2 22 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 a 3 3 3 2 2 2 2 2 4 4 4 3 3 3 3 4 4 3 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 t t t 2 1 t 2 2 2 t 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 A 4 4 3 3 3 3 3 4 4 3 4 4 4 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 2 2 2 2 4 d 4 4 3 3 3 4 4 4 4 2 2 2 2StandatlProAev 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 t t 2 1 t 2 2 2 t 2 2 2 2 3 3 t 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 4 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 t t 1 1 1 1 1 1 1 t 1 t 1 1 1 1 t 1 1 1 t 1 1 1 1 t 1 1 1 't 1 1 1 1 1 1 t t 1 1 1 t 1 1 1 t 1 1 1 7 t t 2 1 t 2 2 2 1 2 2 2 2 3 3 t 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 4 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 4 1 1 1 t t 1 t 1 t t 1 1 1 t t t t t 1 2 1 1 1 t 1 1 t t t 1 1 1 t 1 t 1 1 t t 1 1 1 1 t 1 1 t 1 1 1 t t 2 1 1 2 2 2 t 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 4 4 b 3 3 3 3 3 4 4 3 4 4 d 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 d 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 t 2 1 t 2 2 2 1 2 2 2 2 3 3 t 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 d 3 4 4 4 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 6 4 3 3 3 3 3 4 3 3 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 1 1 2 2 2 7 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 4 4 4 3 3 3 3 3 d 4 3 4 4 4 2 2SlandacCottage 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 d 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 t 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 d 3 3 3 3 3 4 4 3 4 d 4 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 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 T32 2 1 2 t 1 2 2 2 t 2 2 2 2 3 3 t 2 2 3 3 3 3 t 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 4 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 b 4 3 3 3 3 3 4 3 3 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SEE TABLES 5 & 6, 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. No. 58705 - D- ,�0_ ITTATiE O•••��� A. LMOA11-ii-K P.E. Description: 1070 TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE N. VENICE, FL 34275 (941).480.1600 COPYRIGHT 02017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OFAUTH.#29296 Anchor Max. Anchor O.C. Spacing for Group F "Integral•Fin" InstalWtlon a• PY0DUCT REVi;mss 3s Cc7asgHlyi q with, inoe a�&s; idg Bu ldmg Cede Aacr.:gsdnnaa lsir _ +CF �'xtarTef>are Date 8� - h-4rureei a?e#c 3'rr;fhc! QKYirr ;i J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Serfes/Model: Scale: Sheet: Drawing No. Rev: SH -5500 NTS 9 OF 13 MD-SH5500-01 B TABLE 11: Anchor Group B I Anchor Group Anchor Group Anchor Anchor Quantities Required for Qh-FUTe" Instigationaredfo 2d° Jamb ¢ S$ 1 1 1 22 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 4 Wide ¢ 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 41 3 3 3 2 2 2 2 2 4 4 3 3 3 3 3 4 3 3 4 c 8 x 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 t 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 32" .amb ¢ S€ 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 4 Wide ¢ 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 1 4 4 3 3 3 3 3 4 3 3 4 5 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 1 2 2 2 2 2 2 2 2 2 2 2 3C Jamb ¢ E g& 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 1 3 3 3 3 3 4 4 3 4 4 4 Wide ¢ f$ 2 2 2 2 3 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 4 3 3 2 2 2 2 2 1 4 1 3 3 3 2 2 2 2 2 1 4 4 4 3 3 3 3 4 3 3 4 S x 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40" Jamb ¢ E 3 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 4 4 4 4 4 4 4 Wide ¢ Z$ 2 2 2 2 3 3 2 2 2 3 3 3 3 2 2 2 4 3 3 2 2 2 2 4 4 3 3 2 2 2 2 4 4 3 3 3 2 2 2 2 4 4 4 4 3 3 3 4 4 3 4 8 x 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 48" Jamb ¢ E S€ 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 d 4 4 4 4 3 3 3 4 4 4 4 4 4 4 4 Witle ¢ E$ 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 5 4 4 3 3 3 2 2 2 1 5 5 5 4 4 3 3 5 4 d 4 g x 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 2 3 3 3 3 3 2 3 3 3 3 3 3 3 3 1 3 3 3 3 3 3 3 3 3 3 3 52-118" Jemb ¢ E S 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 4 4 d d d 3 3 3 4 4 4 4 4 4 4 4 Wide ¢ f a 2 2 2 2 4 3 3 3 2 4 4 4 3 3 3 2 4 4 4 3 3 2 2 4 4 4 3 3 3 2 2 5 5 4 4 3 3 2 2 2 5 5 5 4 4 4 3 5 5 4 5 8 x 2 2 2 2 2 2 2 3 3 2 2 2 3 3 3 3 2 2 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 54" Jamb ¢ f [5 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 4 2 3 3 3 d 4 4 4 4 3 3 3 3 4 4 4 6 4 4 4 Wide ¢ f 2 3 2 2 4 3 3 3 2 4 4 4 3 3 3 2 4 4 4 3 3 2 2 4 5 4 3 3 3 2 2 5 5 4 4 3 3 3 2 2 5 5 5 4 4 4 3 5 4 4 5 •mi >6 x 2 2 2 2 2 2 2 3 3 2 2 2 3 3 3 3 2 2 3 3 3 3 3 2 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 3 3 3 3 3 3 3 3 3 3 3 3 24' Jamb ¢ E S 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 4 Witle ¢ 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 6 3 3 3 2 2 2 2 2 4 4 3 3 3 3 3 4 3 3 4 $ 1 1 1 1 1 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 1 1 32" Jamb ¢ I S '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 3 3 3 4 4 3 4 4 4 Wide ¢ m 2 2 2 2 3 2 2 2 2 3 3 3 2 2 2 2 4 3 3 2 2 2 2 4 3 3 2 2 2 2 2 4 4 3 3 2 2 2 2 2 4 d d 3 3 3 3 4 4 3 4 `u x 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 36" Jamb ¢ S ¢ 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 4 4 4 4 3 3 3 3 4 4 4 4 4 4 4 Wide ¢ 2 2 2 2 3 3 3 2 2 4 3 3 3 2 2 2 4 3 3 2 2 2 2 4 4 3 3 2 2 2 2 1 4 4 3 3 3 2 2 2 2 4 4 d 4 d 3 3 4 4 3 4 kk >8 x 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 dp' Jamb ¢ S 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 4 4 4 4 4 3 3 3 4 4 4 4 4 4' d 4 Witle ¢ y 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 5 4 4 3 3 3 2 2 2 5 5 5 4 d 3 3 5 4 4 4 6 x 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 2 314 3 2 2 2 3 3 3 2 2 2 2 3 3 3 3 2 2 3 2 2 2 48' Witle Jamb ¢ ¢ 3 ¢ 1 2 1 32 2 2 2 2 1 4 2 3 2 3 2 3 2 2 1 4 2 4 2 4 2 3 2 3 3 3 3 2 1 5 2 4 3 4 3 3 3 3 3 2 3 2 1 5 2 5 2 4 3 3 3 3 3 3 2 4 2 2 6 3 5 3 4 4 4 4 3 4 3 4 3 4 2 4 2 3 6 3 5 4 5 4 5 4 5 4 4 4 3 4 6 4 5 4 d 4 5 8 x 2 2 2 2 2 2 3 3 2 2 2 3 3 3 3 2 2 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 52-1/8" Jamb ¢ S 1 2 2 1 2 2 2 3 1 2 2 2 3 3 3 1 2 3 3 3 4 4 1 2 3 3 3 4 4 4 3 3 3 4 0 5 5 4 4 3 3 4 4 4 5 4 4 5 4 4 Wrde ¢ m 2 3 2 4 4 3 3 2 4 4 4 4 3 3 2 5 5 4 3 3 3 2 5 5 4 4 3 3 3 T 6 5 5 4 4 3 3 2 2 6 5 5 5 5 4 4 5 5 4 5 44 2 2 2 2 2 3 3 3 2 2 3 3 3 3 3 2 3 3 3 3 4 4 2 3 3 3 3 4 4 4 3 3 4 4 4 4 4 3 3 3 3 3 4 4 4 3 3 4 3 3 54" Jamb ¢ S a 1 2 2 1 2 2 2 2 1 2 2 2 3 3 3 1 2 3 3 3 4 4 1 2 3 3 3 4 4 4 2 3 3 4 4 5 5 5 5 3 3 4 4 4 5 5 4 4 5 5 Wltle ¢ m 2 3 2 4 4 3 3 2 d 4 d 4 3 3 2 5 5 4 3 3 3 2 5 5 d 4 3 3 3 2 6 5 5 4 4 3 3 2 2 fi 5 5 5 5 4 4 5 5 5 5 L 2 2 2 2 2 3 3 3 2 2 3 3 3 3 3 2 3 3 3 4 4 4 4 4 4 4 3 3 4 4 4 4 4 4 4 3 3 3 4 4 4 4 3 4 4 4 24' Jamb ¢ a€ a 1 1 7 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 V32 3 3 3 3 2 3 3 3 3 3 d 4 d 3 3 3 3 3 4 4 3 4 4 4 Wide ¢ m 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 2 2 2 2 d 3 3 3 2 2 2 2 2 4 4 3 3 3 3 3 4 3 3 4 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 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 32" .�mb ¢ f '¢ 3R3 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 4 Witle ¢ i m 2 22 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 d 3 3 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 36" Jamb ¢ f ¢ 1 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 T 3 3 3 3 3 2 3 3 3 3 3 4 4 4 3 3 3 3 3 4 4 3 d 4 4 Wo ¢ E m 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 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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 ¢ f 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 4 Wide ¢ Z 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 6 3 3 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 46' Wide Jamb ¢ ¢ F E ¢ m23.5 1 2 1 2 1 2 2 2 1 3 1 3 2 2 2 2 2 2 1 3 2 3 2 3 2 3 2 2 3 2 3 2 1 3 2 3 2 3 3 2 3 2 3 2 3 2 1 3 2 3 2 3 3 3 3 2 3 2 3 2 3 2 2 4 3 4 3 3 3 3 3 3 3 2 d 2 4 2 4 2 3 4 3 4 3 4 3 4 3 3 4 3 d 3 3 4 4 3 4 3 4 6 ok 2 2 226 2 2 2 2 2 2 2 2 2 2 2 213 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 3 3 2 2 3 2 2 2 [22 1 1 2 2 2 1 2 2 2 2 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 4 Witle 3 3 3 2 2 3 3 3 3 3 2 2 3 4 3 3 2 2 2 4 4 3 3 3 2 2 2 4 4 3 3 3 3 2 2 2 6 4 d 4 3 3 3 4 4 3 4 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 3 3 2 3 3 3 3 3 3 3 3 3 2 2 5C Jamb E 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 6 4 4 Wide E 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 4 3 3 2 2 2 4 4 3 3 3 2 2 2 4 4 3 3 3 3 2 2 2 4 4 4 6 3 3 3 d 4 3 4 i x 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 3 3 3 3 2 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 3 2 3 3 3 3 3 3 3 3 3 3 Wasrypea Rein. 9-16 Level Bottom Sash Description br9iw.m Sash Heght Range A WlndOW Range (In) Helght Shownm�am EquaHite 11.394 Standard Cottage 14.517-15.8]0 EquaHite 11.583-14.516 Stentlerd ProNex 11.377-1.582 Tallest N..517-2522 Sfaritlerd Cottage 20.958-23.516 EquaHite 1].51]-20.95] Stantlerd Pn>daw 14.51]-1].516 ShoM1est 11.37/-14.516 Tallest 27.583-31.911 Custom Size 26.517-27.582 Standard Collage 23.51]-26.516 EqualJite 20.517-23.516 Standard Pnzdew 1].51]-20.516 Custom Size 14.51]-1].516 Shonest 11.37/-14.516 Tallest 31.583-35.911 Standar Cottage 76.517.31-582 EquaHite 211.517-26.516 Standard Pmiew 1].517-20.516 Custcm Sae 14.517-17.516 Cuslan Sae 12.51]-14.516 shortest 11.3]]-12516 Tallest 35208-37.536 Stwrdard Cottee 2651]-33.20] EqualJite 23.51]-26.516 Cushgm Size 20.51]-25516 Standad Praiew 17.517-20.516 Cdstom Sae 14.517.1].516 Custom Sae 1251]-14.516 ShoM1est 11.371-12516 Tallest W.51]-41.644 Standard Cottage 31.517 -36.516 EqualJite A.517 -31.516 StalMard Pmdew 25517-26.516 Custom -Sze 20.51]-23.516 Cosham Size 1].51]-20.516 Caston Size 14.51]-17.516 G45tam Sae 13.01]-14.518 Shortest 11.864-13.016 Tallest 39.517-41.644 Custom Size 38.517-39.516 EqualJite 35.51]-38.516 Custom Sae 32.51]-35.516 Standard Pmdaw 29.517-32516 Custom Slze 26.517-29.516 Shortest 25.516-26.518 EqualJite 38.51]-41.646 Custdn 3lze 35.517-38.516 Standard ProNew 33.816-35.516 Tallest - 41.644 _ 'a 1 37.3]5 U 48 49.625 62 75 84 9138 SEE TABLES 7 & 8, SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TABLE. "" MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 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 TABLES 2, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. \111111/1 NNOAN LT IV/ -V * : N/o`. 58705 AiEOF ' �//sS'0NALEN 11j/11111111\\\ A. LYNN MILLER, P.E. P.E.# 58705 'GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL FIN FRAMES flRO'DUCT REVD S -PD S CCk. yS:}'SP.`S., �hR14f ZI-rA. Florkda 3idllduf g CCde A.cc� sc1,_i .O fs 0,0 E4vlrce&4¢A ^' Description: Drawn By: 1070 TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE _ J ROSOWSKI N. VENICE, FL 34275 (941}480-1600 Title: Date: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 COPYRIGNT02017 PGT INDUSTRIES, INC. Series/iltodel.- Scale: Sheet' wing No. Rev: ALL RIGHTS RESERVED SH -5500 NTS 10 OF 13 MD-SH5500-01 B CERT. OF AUTH. #29296 -_-. 3.500" - �- .062" D- 3.500" 3.500" 3.500" .062" - .062" -� .062" as 1.483" as 1.483" as 1.483"� EL .070"060" 7, 5" -I 1.184" '- '- .070" ��oo❑ a [��oo❑ ��oa❑ ��oo❑ o 0 0 .810" �f .625" O H AD% AMB FRAME 625 FLANGE FRAME IN FRAME EQUAL LEG FRAME O HEAD/JAMB 1.375" HEAD/JAMB 1'185 LIGHT SASH 23 REINFORCEMENT ylul� .150" HD SASH 25 REINFORCEMENT f f 3.483" �{ -►�Ef .062" [Ar 3.483" -�{ - 3.483" .062" - 3.483" �{ -►� ► y���- .062" .062" -�� � O 2.444" D 070" --�� -�- 1.036" .791 " 1 1.331" �f ---1 1.182" .070" 1.041" 130" 1.340" --A 2.444" �D 2.444" ago aa�o 2.444" STANDARD 26 MEETING RAIL HD MEETING RAIL 27 a���❑ 0REINFORCEMENT as a���❑ REINFORCEMENT .625" FRAME SILL 1.375" UALLEG 625 O FRAME SILL FLANGE 1.375"L RAME O FRAME SILL 7.1,14 1.872" -►{ f 1.641" T o065" 1375''.974" -►{ 1.215" 2.100" k1.472" �2.176" �„ ".471 �J 1.565"1.630",.376" ,I.065" .590".347.050" 1 1.000" �- �1�.050, 035' .070 06� f BALANCE SASH STOP AIL LIFT RAIL f BEVELED BEVELED 21 22 FIXED 14 MEETING RAIL 16 SASH RAIL 17 COVER 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER INTERLOCK INTERLOCK COVER ' = RCJDUC r REV ISED 8s complying with, t1w, 'sixi�,fl \\ I I 1 1 I I 1 1 I, /,, E3:ilden� Cccie ,--1s�giz€1;o Asks F7• pi �,r �� Revision: az2erat�O€}afe .316" -'� -►{ '• �, S•.!, .300„IGEN F .��� f P.fL^ant .864" .175" .75a"L.7-51-0" _ * : No. 58705 .035"-�{�T}I .025" SII-- - V \ - F 4(i TECHNOLOGY DRIVE Description: WINDOW EXTRUSIONS Drawn By: J ROSOWSKI LAMI IG EXTRUDED O72 80 O ROLLED ��0 •• ATE - 1070 81 % T '• •' '�(/ N. VENICE, FL 34275 SCREEN FRAME •'•FZORIDP,.•'G���� BEADING SCREEN FRAME %�s (941)-080-1600 ''/S;0NAL et\ Title: Date: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 COPYPJGKT02017 I// 1111 1111 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED Series/Model: Scale: Sheet: Drawing No. Rev., B A. LYNN MILLER, P.E. P.E.# 58705 r CERT. OF AUTH. #29296 SH -5500 NTS 11 OF 13 MD-SH5500-01 Tin., o �1. Part # Description Bill of Material 76 # Part It Description Material 1 626161 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 1 620107 SH/DH Frame Sill - Fin PVC 8 1 620108 SH/DH Frame Sill - Equal Leg/Box PVC 14 1 620131 lFixed Meeting Rail PVC 16 1 620129 ISash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash Stop/Screw Cover PVC 19 620156 Pull Rail Interlock 6005 T5 Al 20 620144 Pull Rail Interlock Cover PVC 21 620157 Beveled Interlock 6005 T5 Al 22 620145 Beveled Interlock Cover PVC 23 1 620150 Light Sash Reinforcement 6063 T6 AI 25 620152 HD Sash Reinforcement 6063 T6 Al 26 1 620153 IStandard Meeting Rail Reinforcement 6005 T5 Al 27 1 620154 IHD Meeting Rail Reinforcement 6005 T5 Al 30 1 61644 IWeatherstrip, .187" x .270" Fin Pile 72 31 1 6Q300 Weatherstrip, .190" x .300" Foam Bulb Flex PVC 32 1 61719 lWeatherstrip, .187" x .220" PolyPile 75 33 1 61825 IWeatherstrip Plug, .220" Finseal 80 35 1 78X1MTTT 1#8 x 1" Ph. PH SDS (Interlock Mounting Screw) 81 36 1 78X3THPX I#B x 3" Ph. PH SMS (Meeting Rail Screw) 410 SS 37 1 71669SP I Meeting Rail Screw Support Plate 6063 T6 All 38 1 720210 IWeep Hole Cover PVC 40 720X0)00( Constant Force Balance 85 41 Tension Spring #8 x 3/4" Ph. FH SMS (Con. Force Balance Screw) SS 42 Screen Cloth Spiral Balance 87 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 Kommerling 4SG TPS Spacer System Part # 77 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 78 Quanex Dureseal Spacer Materials 79 Cardinal XL Edge Spacer Sweep Lock KtFtKtNGt I tO I KtrUK I J: r I L-01 11, 0W00 a Ga1U TART F 19 CONT NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 2) ITEMS # 9-13, 15, 24, 28, 29, 34, 39, 61, 62,68-71, & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. �aNY LYNN�i ., No.58705 STATE OF 40 �s .• Ft ORIDP..' /S,�ONAL ENG``• //III 1110 A. LYNN MILLER, P.E. P.E.# 58705 SILICONE HOT -MELT BUTYL Bill of Material, cont. STRUCTURAL # 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 4876X118OPTX #6 x 1-1/8" Ph. FH SDS (Auto and Sweep Lock Screw) SS 49 720200 Auto and Sweep Lock Keeper Cast Zinc 50 ?76X34PPA #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 (Corner 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 Zinc 59 420180 Pivot Bar Comer Key PVC 60 720206 Pivot Bar SS 63 720191 Sash Pull Handle Cast Zinc 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc 65 7834FPT #8 x 3/4" Ph. FH SDS (Pull Handle Screw) SS 66 420188 Bottom Latch Strike Plate Cast Zinc 67 ?78588 #8 x 5/8" Ph. FH SMS (Strike Plate Screw) SS 72 720135 Lami I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 75 71646N Setting Block (7/8" x 1" x 1/8"), 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 X 4 PVC 83 47042 Screen Corner Key with Pull Ring X 2 PVC 84 47041 Screen Corner Key without Pull Ring X 2 PVC 85 7CASPM Tension Spring SS R 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, 28, 29, 34, 39, 61, 62,68-71, & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. �aNY LYNN�i ., No.58705 STATE OF 40 �s .• Ft ORIDP..' /S,�ONAL ENG``• //III 1110 A. LYNN MILLER, P.E. P.E.# 58705 GLASS L(/// DINT. GLASS KODISPACE 7s 4SG TPS REINFORCEMENT 5/16" NOM BUTYL & DESICCANT FOAM EXT. GLASS_. DURASEAL® 78 SPACER SUPER 77 SPACER®NXTTM POLYISO- DESICCANT FILL AREA BUTYLENE —� 5/16" NOM. SEAL SILICONE SEAL STAINLESS E EXT.GLASS GLASS XL EDGETM 79 SPACER INT. GLASS c., ecomag: par€g WW, the F'iAx*L U;I }iD .105 n' •�k'ahTiPS �Al� a1.K6m. . A�� SILICONE HOT -MELT BUTYL STRUCTURAL SILICONE STRUCTURAL 1/4" NOM. FOAM 3/16" NOM. POLYISOBUTYLENE WITH WITH DESICCANT DESICCANT EXT. GLASS EXT. GLASS GLASS L(/// DINT. GLASS KODISPACE 7s 4SG TPS REINFORCEMENT 5/16" NOM BUTYL & DESICCANT FOAM EXT. GLASS_. DURASEAL® 78 SPACER SUPER 77 SPACER®NXTTM POLYISO- DESICCANT FILL AREA BUTYLENE —� 5/16" NOM. SEAL SILICONE SEAL STAINLESS E EXT.GLASS GLASS XL EDGETM 79 SPACER INT. GLASS c., ecomag: par€g WW, the F'iAx*L U;I }iD .105 n' •�k'ahTiPS �Al� a1.K6m. . A�� inn i1<Fa...s acre �zxiue8 "` Description: BILL OF MATERIAL (BOM) Drawn By: J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 Title: SINGLE HUNG WINDOW INSTALLATION — LM Date: 05/15/15 CDPYRIGNTCZO,T PGT INDUSTRIES, INC. ALL RIGHTS RESERVED SerieslModel. SH -5500 Scab: NTS Sheet:' 12 OF 13 No. MD—SH5500-01 Rer. B CERT. OF AUTH.#29296 OPT. SWEEP LOCK IPI0 18 46 48 OPT. AUTO LOCK 47 O ® 1 20 57 OR58 qg 51 OR52 45 55 85 O � o OPT. PULL RAIL - 22 19 INTERLOCK & j 82 OR* COVER 56 • 87 O O ',', 86 35 OPT. 1 21 BEVELED MITERED FRAME WITH INTERLOCK INTERIOR AND EXTERIOR 16 O & COVER FRAME WELDS O 18 !\_ 54 72 X4 16 72 X4 53 \ 50 80 OR 81 14 ePNpe-------- _ SCREEN PGHESt049 (60 OPT. PULL HANDLE ASSEMBLY Q. 64 WITH LATCH DETAILS 41 m r ____. -- __ CONSTANT FORCE 40 gg 65 16 BALANCE - OR - OPT. PULL 82 OR 83 40 OR 43 42 43 SPIRAL BALANCE HANDLE 63 d 67 1 16 MITERED FRAME WITH 00/ \r SASH INTERIOR AND EXTERIOR ASSEMBLY FRAME WELDS ss __ 37 36 DETAILS d / . —__-,� EXTERIOR 53 38 -,--------------------------------------------------- ATM_ACHE3O GALAV �- -QDIJ eP is.-,iC6t rlymg %iith LW Flonod' -----_ NCE ii�,g Cod, -� FRAME ASSEMBLY...... �. ` NY LYN �, Revision: Expmm«eaac — iaa DETAILS IGEN =*f N0. 58705 Description: •••,�(� Drawn By: EXTERIOR ��r,'���—y�,-- '� (.f+�--!( 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY I N. VENICE, FL 34275 J ROSOWSKI NOTES: T TE i�`� '•.'tORIDP ,•' `y�` (941)-480-1600 Title: Date: 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY./ SHOWN, PARTS # 1 & 5. OTHER FRAME TYPES APPLY. ....'".. NG\ coPVRI0N7®zon SINGLE HUNG WINDOW INSTALLATION /77 NAL E - LM 05/15/15 2) J -CHANNEL FRAME \�� PGT INDUSTRIES, INC. Series/Model: Scale: Sheet: / 11 Drawing No. Rev: 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7. 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. I�I ILL�R1P.E. ^I-I.RIGHTS RESERVED A. LYNN SH -5500 NTS 13 OF 13 M D-SH5500-01 B P.E.# 58705 CERT. OF AUTH. #29296