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Home My WebLink AboutProduct approval, doorMIAMI•DADE IAMI-D DE COUNTY PRODUCT CONTROL tEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES:0 rOARD AND CODE VOTICE OF ACCEPTANCE (NOA) www.miataidade.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 iLVl["ACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.03 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. 154519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, 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. 164714.03) 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. 154519.05) 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. 154519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5�h Edition (2014), dated OS/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15- 9.05) Manuel erez, P.E. Product Contro Exa 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 tcoNTmuEDl 1. Notice of Acceptance No. 164117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC Sth Edition (2014) and FBC 61" 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. 154519.05) 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 4'5500" PVC Single Hung Window -L.M.I. approved on 08/18/16 an�zpiring 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 ANCHORA(it EXAMPLE FOR 28-1/8" MAX. O.C. RADIUS -TOP — 12" MAX. FROM HEADER (SIM. FOR ALL FRAME SEAM WINDOW TYPES) A B, SEE SHEET3 A, SEE r SHEET 3� EQUALLYI SPACED ANCHORS PER TABLES 9-11 EQUALLYI SPACED ANCHORS PER TABLES 9-111 n 12" MAX. 12" MAX. III I A — 17-7/8" MAX. O.C. O / 84' —� MAX.X 10" MAX. O.C. HEIGHT 1 13-3/4" MAX. O.C. 4 / yII 1 Al MAX. if � SEE SILL WEEP- JNO ANCHORS AT SILL � 54" MAX. BUCK WIDTH NOTCH DETAILS SHEET3 ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL-LITE CONFIGURATION 54" MAX. BUCK WIDTH 30" 12" MAX. B, SEE � it —�j MAX. O.C. SHEET 3 A, SEE SHEET 3+ EQUALLY11 SPACED AN PER TABLES 9-11 � EQUALLY SPACED AN PER TABLES 9-11 _ 1 III �' FIXED VISIBLE LIGHT WIDTH FIXED VISIBLE III /LIGHT HEIGHT II X — I Q I I VISIBLE //SASH LIGHT HEIGHT -I 21-5AS MAX. O.C. ANCHORAGE EXAMPLE FOR ARCH -TOP HEADER (SIM. FOR ALL WINDOW TYPES) DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHE ETS 6-7 LARGE & SMALL MISSILE IMPACT RESISTANT /" MAX. FROM / FRAME SEAM D, SEE SHEET4 SHEET 3 _ 4� 30" MAX. O.C.-►{�12„ MAX C, SEE — SHEET4 ' A. SEE r — 17-7/8"MAX. O.C. SHEET3+ EQUALLY 91.78" SPACED MAX. ANCHORS PER BUCK TABLES 9-11 �— HEIGHT 10" MAX. O.C. ,'1 13-3/4" MAX. O.C. _y 1� 6-1/2' MAX. 12" NO ANCHORS A I DILL SASH VISIBLE SEE SILL WEEP- ~ LIGHT WIDTH NOTCH DETAILS, SHEET3 EQUALLY SPACED AN PER TABLES 9-11 /it II, O jll X l j LI I L- _-- I rvv rrvununa A aiu ►- 54" MAX. BUCK WIDTH I 12" MAX' 17-7/8" MAX. O.C. 62° O MAX. 10' MAX.IO.C. BUCK — HEIGHT X 13-3/4" MAX. O.C. " y * SEE 1 j SHEETS J _ �A 8&9 6-1 /2" MAX. SEE SILL WEEP- Df NOTCH DETAILS, SHEET 3 MAX. BUCK WIDTH SEE SHEETS i_ 8 & 9 84" BUCK HEIGHT AS SHOWN (91.78" MAX.) 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 RESISTANTS 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 El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El300. 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 IQN UAL \ :1, OCIEN494sh *ANSI DISSIMILAR ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH ORIEL/PROVIEW CONFIGURATION 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. \\\ r1Y LYNiy 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). FF No.58705 ' S TE (V�`IF "1 0L ENG IIt\\ A. LYNN I<n'ILL R, P.E. P.E.# 58705 GENERALNOTES ................................................. 1 ELEVATION 5.............-...... ............................ ........ 1 FRAME, GLASS & ANCHOR OPTIONS ................. 2 INSTALLATION, FLANGE & EQUAL LEG/BOX..... 3 INSTALLATION, INTEGRAL FIN & J-CHANNEL... 4 GLAZING DETAILS ................................................ 5 DESIGN PRESSURES ........................................... 6-7 AN QUANTITIES ......................................... 8-10 EXTRUSION PROFILES ........................................ 11 AS & PARTS LIST... ................................ 12-13 CODES /STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 NDS-2015 FOR WOOD CONSTRUCTION *ALUM DESIGN MANUAL, ADM-2015 _PR crow •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 :�cnm¢9yatit8.+s�f€da tT:�ansl�t3 Ex 'ca' Date Bq J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION05/15/15 Series/Model: Scele: Sheet: Drawing No. Rev: SH-5500 NTS 1 OF 13 MD-SH5500-01 B Glass Type Description (Listed from Exterior to Interior) Design Pressure Table # Sheet # 5 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16' Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 4, 5 6 6 7/8" Laminated I.G.: 1/9' T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 416 6 7 7/8" Laminated I.G.: 3/16" A Extedor Cap + 3/8" Air Space + 5116" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 4,6 6 8 7/8" Laminated I.G.: 3116" T Exterior Cap + 318" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 4, 6 6 9 718" Laminated I.G.: 1/9' 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 118" 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.: 1/0" A Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Lites of 3116" 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 + 114" 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 rnai r= r AI I nWARI P ANCHr1RS THROl1GH THE FRAME GroupAnchor Substrate Min, Edge Distance Min. Embedment* #10 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (66=0.55) 7/16" 1-3/8" A Steel, A36* 3/8" 0.050" Steel Stud, A653 Gr. 33* 3/8" 0.0451" 08 Ga.) Aluminum, 6063-T5* 3/8" 0.050" 3/16" steel Ultracon P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-3/8" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" g #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" Steel, A36* 3/8" 0.050" Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0.063" 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Creteflex P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 1-3/8" C 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM G90) 2-1/2" 1-1/4" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/4" D 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Aggre-Gator Concrete min. 3.275 ksi) 1-1/2" 1-3/8" Grouted CMU, (ASTM C-90) 2" 2" nioRl G Gnif`.HnRC THRnI I(:H THE INTFGRAI PIN Group Anchor Substrate Min. Edge Distance Min. Embedment E 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=.55) 318" 2-7/16" 2-1/2" Ring -shank Roofing Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16" F #10 Trusshead SMS (steel, 16-8 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* 318" 0.050" #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 9/f6" 1-3/8" Aluminum, 6063-T5* 3/8" 0.063" Steel Stud, Gr. 33* 3/8" 00,501, Steel, A36* 3/8" 0.050" GLASS TYPES 5, 7, 9, 11,13 & 15 MAY NOT BE USED IN • THE HVHZ ABOVE 301 . * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. FIGURE C: FRAME SHAPES Frame Glass Frame Frame Types Options Configs, Shapes Installation Options that may be used {see Fig 8) (see Table 1) (see Fig A) (see Fig C) ....into 2X Wood Frame/Buckstrip -sheet 3, option 1 Flange (#2) 5 - 16 Equal-Lite, Oriel/Proview & Cottage Square/Rect., Arch -Top & Radius -Top Through the frame of the window::. ....into Concrete/CMU -sheet 3, option 2 __.through 1X Buckstdp into Concrete/CMU -sheet 3, option 3 ....into Metal - sheet 3, option 4 ....into 2X Wood Frame/Buckstrip -sheet 3, option 1 Box / Equal -Leg (#4) 5 - 16 Equal-Lite, Oriel/ProNew & Cottage 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 Through the ....into 2X Wood Frame/Buckstdp - sheet 4, option 5 J-Channel (#1) 5-8 Equal-Lite, Oriel/Proview &Cottage Square/Rect., Arch -Top & Radius -Top integral fin...... ....into Metal - sheet 4, option 7 Through the frame ....into 2X Wood Frame/Buckstdp -sheet 4, option 6 of the window...... .,_.into Metal - sheet 4, option 8 Through the ....into 2X Wood Frame/Buckstdp - sheet 4, option 5 Integral Fin (#3) 5-8 Equal -Cite, Odel/ProHew & Cottage Square/Rect., Arch -Top & Radius -Top integral fin...... ,.,.into Metal - sheet 4, option 7 P Through the frame of the window...... ....into 2X Wood Frame/Buckstrip -sheet 4, option 6 ,,,.into Metal -sheet 4, option 8 FIGURE A: FRAME CONFIGURATIONS COTTAGE ORIEL EQUAL-LITE —��BUCK w x RECTANGULAR WIDTH��—y�BUCK w x 1C WIDTH��-- = J ��BUCK w = WIDTH�r F w0 ARCH -TOP RADIUS -TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN .4 BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10. \4�6 ONEO * ; N®o. 58705 * = MIN. OF 3 �Q.'. 6 TE O • .([4/ THREADS % .n S BEYOND THE %(�s ••. 4 ORIDP`. •'•U,\�� METAL SUBSTRATE. A. LYNNIIv�ILL�R, 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 Eico Aggre-Gatol® 57 ksi 96 ksi Elco UltraCorg 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-TS 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 -TEMPERED "PVB' _ .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG" _ .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. s'F:L"iC3JC:T izFVSS'�Ti o-a •',-:� cede c fer7�3�, 3y- �iaua' De3e Yrere'Esea Cc�t,,r' 1070TECHNOLOGYDRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI N. VENICE, FL 34275 (941}-080-1600 T7tle: Date: c0-1600Hroson SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 PGT INDUSTRIES, INC. Series/Model: Scale: Sheet: Drawing No. Rev: ALL RGHTS RESERVED SH-5500 NTS 2 OF 13 MD-SH5500-01 B CERT. OF AUTH. #29296 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 FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT EXTERIOR a OPT. 86 (2) 1" 81 INTERIOR C WEEP NOTCHES AT gp EACH END. EQUAL-LEG/BOX FRAME SHOWN SASH VISIBLE LIGHT HEIGHT EDGE DISTANCE EMBEDMENT INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1/4"MAX SHIM EMBEDMENT f a EDGE DISTANCE SHIM MAX TYP. ANCHOR TYPE, SHIM EMBEDMENTAND TYP. ANCHOR TYPE, EDGE EMBEDMENT AND EDGE DISTANCE PER ' DISTANCE PER SUBSTRATE, SUBSTRATE, SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. ° 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. 1 /4" MAX SHIM USE EITHER LATCH OR BOTTOM LOCK. TESTED UNIT LOCATION: 6-5/8" FROM SASH END. FLANGE FRAME NOTES: SHOWN 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.11 X 1.25" e ° I NO ANCHORS WEEPHOLE ° REQUIRED IN VISIBLE LIGHT FORMULAS W/COVER @ 384 4 FLANGE OR 2.87" FROM m EQUAL -LEG WIDTH EACH END. FRAME SILLS @SASH: BUCK WIDTH - 6-1/2" @ FIXED LITE: BUCK WIDTH - 4-318" 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 LIGHT WIDTH 17 ❑ a BALANCE TYPE VARIES - - - - ---- WITH SASH 447 WEIGHT 54 30 a� 31 n EXTERIOR 87 4 I \�� FIXED VISIBLE I� \v LIGHT WIDTH EQUAL BUCK WIDTH _ LEG/BOX FRAME HORIZONTAL SECTION A -A SHOWN DADE APPROVED MULLION, FBC COMPLIANT ALUMINUNt/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 n�TInM n �7 ANCHORED TH ROUGH tall lll/ FRAMEINTO METAL QNY �YNN '��'•�10ENSF'• C� ' _ * NO.58705 Descrip Cr . 44// 1070 TECHNOLOGY DRIVE ��'•, E OF (V` N. VENICE, FL 34275 i �s •'•'t ORIDP.••'G\? (941}480-1600 S !ONALIEN �\ COPYRIGHT 02017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED A. LYNN MILLER, P.E. P.E.# 58705 CERT. OF AUTH. #29296 SHIM EQUAL LEG/BOX FRAME SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL EMBEDMENT a a EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT _ AND EDGE 44 DISTANCE PER EDGE SUBSTRATE, DISTANCE SEE TABLE 2, e° � SHEET 2. ;:s�ni5-t zee��asEz"� -,��ssEg'L-s8 xis8 fate F Si=Lt �+�,8;U5C lbqpapl �v FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI Title: Date: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Series/Model: Scale: Sheet: Drawing No. Rev: SH-5500 NTS 3 OF 13 MD-SH5500-01 B INSTALLATION DETAILS FOR INTEGRAL FIN INSTALLATION OPTION 5 ANCHORED TH ROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL FRAME SHOWN FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT EXTERIOR a OPT. 86 (2) lit 81 INTERIOR WEEP NOTCHES AT gp EACH END. -t 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. O 1/4" MAX SHIM EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) �1/4" MAX SHIM EDGE TYP. ANCHOR TYPE, DISTANCE _ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) IN 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. " INTEGRAL FIN U U 1/4MAX FRAME SHOWN �loO�SHIM 27" X 1.25" WEEPHOLE 38 W/COVER @ 2.87" FROM EACH END. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE —� EDGE DISTAN DISTANCE PER SUBSTRATE, a SEE TABLE 3, SHEET 2. �I 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 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 EXTr OR 87 L �\ II INTEGRAL _ FIXED VISIBLE 37U7 1V\\�JIIL I� LIGHT WIDTH FRAME SHOWN SHIM FRAME INTEGRAL FIN SHOWN BUCK WIDTH HORIZONTAL SECTION 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 & 37 SHEET 2. FIN AND/OR FLANGE REMOVED N-FIELD SHIM 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION7 � OPTION8 OPENING) IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL BEADING TO BEADING. \\ \ 11 I I I I I /t t INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED) VISIBLE LIGHT FORMULAS WIDTH ASH: BUCK WIDTH - 6-1 /2" @ FIXED LITE: BUCK WIDTH - 4-3/8" HEIGHT (EQUAL-LITE) BUCK HEIGHT/2 - 3-15/16" Pam.•.• VICENSF'• No.58705 - f• STATE OF (vim �s''•'P. ,tORID.•'��N i /S'ONAL //1111111\\ A. LYNN MILLER, P.E. P.E.# 58705 s carnialy\ S>uil ;s8 wi`sti #7� "�,ro acEsr. u+zca8 Cosie p h-s�.. Ps:cepicrca NO f_7 [OJ6J -d'asxad 1auo $'�3eav: - 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. Series/Model: Scale: Sheet: Drawing No, Rev: ALL RIGHTS RESERVED SH-5500 NITS 4 OF 13 MD-SH5500-01 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 5116" 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 < EXTERIOR a EXTERIOR <1 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 TYP. GLAZING DETAIL :" NOM.GLASS 'GLASS TYPES 9 THROUGH fE TYP. 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES GLASS TYPES 5, 719, 11, 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 301 . GLAZING NOTES: "A" =ANNEALED "H" =HEAT STRENGTHENED -TEMPERED "PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS®BY KURARAY AMERICA, INC. FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2 7/16" A/A SG - 1 AIR SPACE - 3/16" A GLASS- ] EXTERIOR GLASS TYPE 15 11111 I11, Y LY 7/16" A/A SG R SPACE - 3/16" T GLASS- EXTERIOR GLASS TYPE 16 F� •. �10ENSF ., (�� i No.58705 :/"? *- 4� _ Description: �� •••. �Z ) ": �� 1070 TECHNOLOGY DRIVE GLAZING DETAILS 0�'.. STATE OF ��\ N. VENICE, FL 34275 %0'•Ft ORIDP,. •'G�� (941)-080.1600 / s "ONALIEN\\\\\ PGFUGHTINDUSTRIES,217 ALL RIGHTS RESERVED A. LYNN MILLER, P.E. P.E.# 58705 CERT. OF AUTH. #29296 v ,xz;dya=.a„ wivx fe?x is$,s. „3 ri�siaari .�adsE'etr,"3�ev �. i� J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION05/15/15 Series/Model: Scale: Sheet: Drawing No. Rev: SH-5500 NTS 5 OF 13 MD-SH5500-01 B JAMB g7_1:3�xll class Types Design Pressure, lbse 5, 6,788 Rein/. Level Rol For all window 8 sash sizes SEE TABLE 9, SHEET 8 FOR ANCHOR GROUP AND QUANTITY. HEADER MEETING RAIL EXTERIOR a SILL SASH HEIGHT 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 Bottom Sash Description forgiven Range ® Window Height Shown Sash Height Range (in) Design Pressure, lbse Rein(. Level U Window Buck Width (in) upto48 52.325 23.5 Equal-lifeF20.968- 94 +65.0 -700 +65.0 -70.0 Standard Cottage15.870 +65.0 -70.0 +65.0 -70.0 28 Equal -life 14.516 +0&0 -70.0 +65.0 -70.0 Standard Fromm11.582 +65.0 -70.0 +65.0 -70.0 Tallest 25.286 +65.0 -70.0 +65.0 -70.0 Standard Cottage23.516 +65.0 -700 +65.0 -70.0 T375 EqualAte -20,957 +65.0 -Ml) +65.0 -70.0 Standard Proview-1T516 +65.0 -700 +65.0 -70.0 Shortest -14.516 +650 -70.0 +66.0 -70.0 Tallest 27.583 - 31 .91 1 +6&0 -70.0 +65.0 -70.0 Custom Sae 26.517-27.582 +6&0 -]0.0 +85.0 -70.0 Standard Cottage 23.517 - 26.516 +65.0 -70.0 +65.0 -70.0 44 Equal -life 20.517 - 23.516 +65.0 -70.0 +65.0 -70.0 Standard Fromm 17.517 - 20.5161+65�O 0 -70.0 +65.0 -70.0 Custom Sae 14.517-17.5160 -70.0r+65�O -70.0 Shortest 11.377-14.5180 -70.0 -70.0 Tallest 31.503-35.9110 -70.0 770.0 Standard Cottage 28.517-31.582.0 -70.0 -70.0 Equal-lite W.517-26.516.0 -70.0 -70.0 48 Standard Protiew 17.s17-20.518.0 -70.0 -70.0 Custom Sae 14.s17-17.516.0 -70.0 -70.0 CUstom Sae 12.517-14.516.0 -70.0 -70.0 Shortest 11.377-12.516.0 -70.0 -70.0 E Tallest 33,208 - 37.536 .0 -70.0 +65.0 -XII Standard Cottage 26.517-W.2070 -70.0 +65.0 -700 Equal-ite 23.517-26.516.0 -70.0 +g5.0 -70.0 Custom Sae 20.517-23.516.0 -70.0 +650 -70.0 49,625Stentlard Protiew t7-517-20.518.0 -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 Shortest 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 31.517-36.516 +65.0 -70.0 +65.0 -70.0 Equal-lite 26.517-31L16 +65.0 -70.0 +650 -70.0 Standard Protiew 23.517-26.516 +65.0 -70.0 +65.0 -70.0 62 Custom Sae 20.517-23.516 +65.0 -700 +65.0 -70.0 Custom Sae 17.517-20Z16 +Bs.O -70.0 +65.0 -70.0 Cusom Sae 14.517-17.516 +65.0 -70.0 +65.0 -68.1 Custom Sae 13.017-14.516 +65.0 -70.0 +65.0 -67.3 SMResf 11.864-13.016 +65.0 -70.0 +65.0 WS Tallest 3S517-41.644 +65.0 -70.0 +65.0 -70.0 Custom Sae 38.517 - 39,516 +6&0 -70.0 +65.0 -70.0 Equal4ite 35.517-38,516 +6&0 -70.0 +650 -70.0 75 Custom Sae 3Z517-35.516 +65.0 -70.0 +65.0 -70.0 Standard PmHew 29.517. 32,516 +6&0 -70.0 +650 -70.0 Custom Sae 26.517-29.516 +65.0 -70.0 +650 873 Shortest 25S16-26.516 +65.0 -70.0 +65.0 -66.5 Equal-lite 36.517-41.644 +65.0 -70.0 +65.0 70.0 84 Custom Sae 35.517-WS16 +65.0 Jog +65.0 87.3 StandardProoAew 33.818 - 35.516 +65.0 -70.0 +65.0 E8.5 91.78 Tallest - 41.844 +65.0 -70.0 +85.0 E8.5 SEE TABLE 10, SHEET 9 FOR ANCHP OUP AND QUANTITY. N. SASH HEIGHT=WINDQlM ��_{C• _I�MF�50.136 1,ICENSF � ' •, lF * No.58705 S40 T TE O (V \ ��''S'ONAL rcNG 7t1111113t1 A. LYNN MILLER, P.E. JAMB TABLE 6: cia. types Design Pressure, II6, 788 +65.0 / -70.0 Re lnf. Level R2 For all window and sash sizes SEE TABLE 10, SHEET 9 FOR ANCHOR GROUP AND QUANTITY. HEADER MEETING RAIL EKfERIOR 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}46a1soo COPYWGHTO 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 __ „rri,.iiitst, c�atPs Oae F'«cettP�. Description: DESIGN urunrn ny: PRESSURE TABLES J ROSOWSKI Tine: Dote: 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 15616 Bottom Sash Description forgiven Range ® Window Height Shown Sash Height Range (in) Design Pressure, IbsM2 Window Buck Width (in) Reinf. Lewitt 3 up l0 40 48 52.125 54 Equaldite 17.394-110.0 +70.0 -110.0 +MD -110.0 23.5 Standard College 14.517-15s70 +70.0 -t10.0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 28 Equal-lite 11.583-14.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Standard Preview 11.377 - 11.582 +70.0 -110.0 +70D -110.0 +70D -110.0 +70.0 -110.0 Tallest 23.517-2S.286 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Standard Cottage 20.958 - 23.516 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 37.375 Equal-lile 17.517-20.957 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 Standard Preview 14.517-17,516 +70.0 -110.0 +70.0 -110.0 +MO -110.0 +MO Shortest 11.377-14.516 +70.0 -110.0 +70.0 -110.0 +70.0 .107.0 +70.0 Tallest 27.583 - 31.911 +70.0 -t10.0 +70.0 99.0 +70.0 -93.0 +70.0Custom ]103 Size 26.517-27.c +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 StandardCottage 23.517-28.St6 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 44 EquaNite 20.517-23.518 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 Standard Preview 17.51720.516 +70.0 -110.0 +70.0 -110.0 +70.0 -1t0.0 +70.0 Custom Size 14.51]-17.518 +70.0 -110.0 +70.0 -170.0 +70.0 -110.0 +70.0 -7t0.0 Shortest 11.377-14.! +70.0 -110.0 +70.0 -110.0 +70.0 -107.0 +70.0 -103.0 Tallest 31,593-35.911 +70.0 -110.0 +70.0 -99.0 +70.0 .93.0 +70.0 -90.0 Standard Collage 28.5t7-31.582 +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 Equablile 20.5tM-26.578 +700-1100+70.0 -110.0 +]0.0 -110.0 48 Standard Prwiew 17.517-20.516 T71 +7001100+70.0 -110.0 +70.0 -110.0 Custom Size 14.517-17.516 +70.0 -1100 +70.0 -110.0 +70.0 -110.0 Custom Size 12.517-14.516 +70.0 -110.0 +70.0 -t10.0 +70.0 -110.0 Shortest 11,377-12.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110,0 +70.0 -110.0 Tallest 33.208-37.530 +70.0 -110.0 +70.0 -99.0 +70.0 -93.0 +70.0 -90.0 'i Standard Cottage 26S17-33207 +70.0 -110.0 +70.0 -1t0.0 +70.0 -110.0 +70.0 -110.D s Equaldite 23.517-26.516 +MO -110.0 +70.0 AM0 +70.0 -1%0 +70.0 -1%0 m' Custom Sae 20.517-23.516 +70.0 -110b +70.0 -110.0 +70,0 -110.0 +70,0 -110.0 49 625 Standard Preview 17.St7-20.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 9 Custom Size 14.517-17,516 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 4-MO -110.0 custom Size 12.517-14.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Shortest 11.377-12S16 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Tallest 36.517-41.84E +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +MO 4`10.0 Standard Cottage 31,517 - 36.516 +70.0 -110.0 +70.0 -110.0 +MOD .110.0 +70.0 -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 Pruriew 23.517 - 26.516 +70.0 -110.0 +70.0 -110.0 +MO -110.0 +70.0 -110.0 82 Custom Size 20.517-23.518 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +700 -110.0 Custom Size t7.517-20.518 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Custom Size 14.517-17.518 +70.0 -110.0 +70.0 -110.0 +70.0 -t10.0 +70.0 -110.0 Custom Size 13.017-14.516 +]0.0 -110.0 +70.0 .110.0 +70.0 -110.0 +70.0 -t 10.0 Shortest 11.864 - 13.016 +70,0 AMO +70.0 -110.0 +70.0 A10.0 +70.0 -110.0 Tallest 39.517 - 41.644 +70.0 -110.0 +70.0 .110.0 +70.0 .110.0 +70.0 -110.0 Custom Size 38.517 - 39.516 +70.0 -110.0 +10.0 -170.0 +70.0 -110.0 +70.0 -110.0 EquaNite 35,517-38.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110,0 75 Custom Size 32.517-35.518 +70.0 -1t0.0 +70.0 -110.0 +70.0 -110.0 +7p.0 -1 tD.0 Standard Provew 2RS17-32.516 +70.0 A10.0 +70.0 -110.0 +70.0 -110.0 +70.0 -t 10.0 Custom Size 26S17-29.516 +70.0 -110,0 +70.0 -110,0 +70.0 -110.0 +70.0 -110.0 Shortest 25.516-26,516 +70.0 -110.0 +70.0 -110.0 +70.0 -1t0.0 +70.0 -110.0 Equaldite 38.517.41,8&1 +70.0 -110.0 +70.0 -110.0 +70.0 -1%0 +70.0 -110.0 54 Custom Size 35.517 - 38.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Standard Preview 33.818-Wt(3 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70,0 -Ilan 9138 Tallest - 41.644 +70.0 -110.0 +70,0 -110.0 +70.0 -i%n +70.0 -110.0 SEE TABLE 11, SHEET 10 FOR ANCHOR GROUP AND OUAN I I I T. ** 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. ' GIa%Type 13&14 Bottom Sash Description for given Range ® Window Height Shawn Sash Height Range (in) Design Prassurelbslft2 Window Buck W idh (in) Reinf. Level 3 18 24 32 36 40 48 52125 54 Equaldtle 11.394 +70.0 ! -110.0P+70,0I -1t0.0R -119.0 +70.0 -110.0 +70.0 ! -110.0 +70.0 -110.0 +70.0 j A%ii +]0.0 -110.0 23.5 Standard Cottage 14.517-15870 +7O.0 i_710.0i-t10.0-110.0 +70.0 j-110.0 +70Di_tt0.0 +70.0;-110.0 +70.0I-1t0.0 +70.01-110.0 28 Equa-lite 11.583-14,516 +70A -110.0 -110.0-1t0.0 +70.0 j.110.0 +70.0!-110.0 +70.0 j-110.0 +70.0 t-1t0.0 +70.O j-110.0 Standartl Proview 11.377-11,582 +70.0!-110.0;-110.0-1t0.0 +70.01-110.0 +70.0 -110.0 +70D -110.0 +70.01-110.0 +70.0 i-110.0 Tallest 23.517-25286 +70.0 i-110.0j-110,0-110.0 +70A i-tt0.0 +70.0'-110.0 *70.0!-t10.0 +70.0i-1t0.0 +70.01-1100 Standartl Cgtage 20.956-23.516 +70.0 -110.0!-110.0-11D.0 +M0 -110.0 +70.01-110A +70.01-110.0 +70.0 -110.0 +70D!-110.037.375 Equal-ltle 17.517-20.957 +70.0!-110.0I-110.0-11 D.0+70.01-110,0 +70.0I-110.0 +70.0j-110.0 +70.0 -110.0 +7D.0 i-109.0Slantlartl Prwlew 14.51]-t7.516 +70-Oi-1t0.0i-1t0.g!-11 g.g +70.0 •-710.0 *70.0!-710.0 +70.01-110.0 +70.0!-110.0 +70.0-N0.0 9hgrtest 11.3T7- t4.516 +70.01.110.0 .! -110.0.1-110D +70.0 I -710.0 +70.0 i -tt0.0 +70.0 1-110.0 +70.0 -107.0 +70.0 ! -103.0 Tallest 27.583-31.911 +70.Dj-110.9 +70.D -110.0 +70.0 1-110.0 +70D -110.0 +70.01-110.0 +70.0199.0 +70.0 -93.0 +70.0 -90.D Custom Size 26.517-27.582 +70.0.-110.0 +70.0 -110.0 +70.0 j-1t0,0 +70.01-110.0 +70-0!-110.0 +70.0!-110.0 +7D.O 1-1%0 +70.0 •-110.0 Standard Cottage 23.517 - 26,516 +70.01.110.0 +70.0 -110,0 +70.0 -11D.0 +70-0i-110A +7D.01-110.0 +70.0;-11DA +70.0!-110,0 +70.01-110.0 46 Equal-Itle 2D.517-23.518 +70.0,-t10.0 +70.0!-110.0 +70.01-110.0 *70.0!-ttO.D +70.0 j-110.0 +70.0;-110.0 +70.01-110.0 +70.0 i-110.0 Standard Preview 17.517-20.516 +70.0-t10.0 +70.0 -110.D +7D.01-11D.D +70-0i-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 +70.0 -110D +70.01-110.D +70.0 -110.0 +70.0 -1t0.0 +70.0!-110.a +70.01-110.0 +70.0 iA10.0 Shortest 11.377-14.516 +70.01-110.0 +Mg -110.0 +70,0;-1t0.0 +70.0 j-110.0 +70.01_11090 +70.01 A10.0 +70.0;-107.0 +7D.01-103.0 Taltest 31.583- 35.911 +70.0 ! -110.0 +MD ! -110.0 +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 j -9D.0 Standard Cottage 26.517-31.582 +70.0 i-110.0 +70.0 1-110.0 +70D -110.0 +70.0I-110.0 +70.01-110.0 +70.0 •-110.0 +70,0 -110.0 +70.01-110.D Equal -life 20.517-26.516 +70.0'-110.0 +70.0 j-110.0 +70.Di-11D.0 +70.01-110-0 +70.0 j-110.0 +70.0!-110.0 +70A j-110.0 +70.0 j-110.0 48 Standard Prwiew 17.517-20516 +70.0 •-110.0 +70.01-110.0 +70.0'-11D.D +70.0!AlU +70.0 -110.0 +JOD -110.0 +70D -110.0 +70.0 -110.0 Custom Size 14.517-17.516 +7DA -110.0 +70.O i-tt0.0 +7D,0!-110.0 +70.0!-110D +70.01-110,0 +70.0 -110.0 +MD -t10.0 +70.0 j-110.0 Custom Size 12.517-14.5t6 +7g.0 -770.0 *70.0 i-110.0 +70.g i-11D.0 +70.0 i_110.0 +70.01-110.0 +70.0 -110.0 +70.0 -110.0 +7D.0 i-110.0 Shortest 11.3T7-12.516 +70.0 • -110.0 +70.0 , -110.0 +7D,O j -110.0 +70.0 -110.0 +70.0 -110.0 +70.01-110.0 +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 -110.0 +70.0 • -110.0 +70.0 i 99.0 +70.0 ! -a10 +7D.0 • 90.0 Standard Cottage 26.517 - 33,207 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 +70-DI-110.0 +70.01-110.0 +7D.0 -110.0 +70.0 -110.0 +70.D -tt0.0 Equal -tile 23.577-26.516 +70.0 -110.0 +70.0.-110.0 +70.0 -tt0.0 +70.01-tt0.0 +70.0!-7t0.0 +70.0 -`110.0 +70.0;-11 0.0 +70.0 -110.0 Custom Size 20.517-23.516 +70.0 -110.0 +70.01-110.0 +70.D -11D.0 +70.0 -110.9 +70.01-110.0 +70.0!-110.0 +70.0 -110.0 +70.91 110.0 49.625 Standard Proview' 17.517-20.515 +70.01-110,0 +70.0!-tt0.0 +x0.0 -tt0.0 +70.01-tt0.0 +J0.01-110.0 +70D 1-110,0 +70.0!-110.0 +70.01 AIM Custom Sae 14.517-t7.516 +7D.0 j-110,0 +70.01-110.0 +70.91-110.0 +70.01.110.0 +70.0;-110.0 +70.0i-110.0 +70.01-110.0 +70.0 -110.0 Custom Sae t2.517-t4.5t6 +70.0!-110.0 +70.0 -0t0.0 g0.01-110.0 +70.0 j-110.0 +70.0!-110.0 +70.01-110,0 +70.0 -110.0 +70.0 -110.D Shonest 11.377 - 12.576 +70.0 -110.0 +70.0 j -110.0 +70.0 -110.0 +70.0 . -110.0 +70.0 1-110A +70.0 j -110.0 +70.0 1-110.0 +70.0 AIM Tallest 36.517 - 41.644 +70.01-110.0 +70.0 -110.0 +70.0 1 -110.0 +70.0 ! -110,0 +70.0 1-11Q0 +70.0 -110.0 +70.0 -110.0 +70.0 .105.7 Standard Cottage 31,517 - 36.516 +70.0 -110.0 +70.0 -1100 +70.0 1-110.0 +70.0 i -110.0 +70.0 1-110.0 +70.0. -110.0 +70.0 1-10B.5 +70.0 1 A03.0 Equal -Ills 26.517- 31.516 +70.0) -tt0.0 +70.0 ! -110D +70.0 1-110.0 +70.0 1-110.0 +70 0 ! -110.0 +70.0 -110.0 +70.0 1.107.9 +70.0 -102.4 Standard Prwlew 23.517- 2fi.518 *70.0 -t10.0 +70.0 -110.0 +70.0 j -tt0.0 +70.0 -t10.0 *]0.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 ! -105.2 62 Custom Size 20.517- 23.516 +70.0 1 AIM +70.0 t -J%G +70.0 -110.0 +70.0 ! -t10.0 +70.0 1-1101.0 +70,0 j -110.0 +70.0 1-110D +70.0 -107.0 Custom Size 17.517-20.516 +70.0 -110.0 +70.0 -110D +70.01-110.0 +70.0!-tt0.0 +70.0 -710.0 +70.0!-110.0 +70.0 I-110.0 +70.0 •-t09.8 Custom Size 14.517-t7.5t6 +70,0 AIM +70.0IA10.0 +70.0 -110.9 +70.0 -106.0 +7g.0 -102.6 +70.0 i-100.5 +70.0 j-100.5 +70.0!-100.5 Custom Size 13.017-14.516 +70.0 -110.0 +70.0 -110.0 +70.0 .106.2 +70.01-100.7 +7g.0 97.1 +70.0j 94.4 +70.0. 94.4 +70.Oi 94.d Shortest t1.864-13.Ot8 +70.0 -110.0 N0.0 j -110.0 +70.0 -102.6 *70.0 ! 97.0 N0.0 j 93.3 +70.0 j 90.1 +J0.0 190.0 +70.0 90.0 Tallest 399517- 41.644 +70.0 A10.0 +70.01-110.0 +70.0 -110.0 +70.01-110.0 +70.9 j-110A +70.01-110.0 +70.01-101.5 +70.0j -WO Custom Sae 38.517- 39.516 +70.0 .110.0 +70.0 i A10, 0 +70.0 ! -110.0 +70.0 -110.0 +70.0 ! -110.0 +70.0I.110.0 +70.0 -101.7 +70.0 1 96A Equal-Ite 35.517-38.516 +7D.01-110.0 +70.01-110.0 +70.0 -110.0 +70.9 -110.0 +70.0 -110.0 +70.01-110.0 +70.0 -100.4 +70.01 -9 75 Custom Sae 32.517-35,516 +7D.0 -110D +70.0 i-110.0 +70.0 -110.0 +70.01-t10.0 +70.0 -1t0.0 +70.0 -110.0 +70.0 -100.7 +70.0! -9E2 Standard Preview 29.517 - 32.516 +70A .110.0 +70.0 -imo +70.0 -110.0 +]OD!-110D +70.0 -110.0 +70.0 -109.8 +70.0 -101.6 +70.0' -96.1 Custom Size 26.517-29.516 +70.0 -110.0 +70.0 -t10.0 +70.01-107.9 +70.0 •-102.4 +70.0! -98.9 +70.01 96.4 +70.0. 96.4 +70.01 -96A Shortest 25.516 - 25.516 +70.0 .110.0 +70.0 j-tt0.0 +70.0 -104.6 +70.0 99.1 +79.01 95.4 .70.Oj 92.4 +70.01 92.4 +70.01 -92.4 Equal-lite 38.517-41,644 +70.0 .110.0 +70.0 -110,0 +70.0 -llo&o +70.o -11(1.0 +70.0!-tt0.0 +70,0.-109.8 +70.01 96.7 +70,0 91.1 84 Custom Size 35.517-38.516 +70.0 -110.0 +70.01_710.0 *]0.0'-107.9 +70.01-102.4 +70.0 -98.9 +70.01 -W4 +70.01 96.4 +70.0 91.6 Standartl Prwiew 33.918-35.516 +70.0 -110,0 +70.0 -110.0 *70.0!-1026 +70.0 97.0 +70,D 93.3 +70.01 -90,1 +70.0 90.0 +70.0 90.0 91.78 Tallest °' - 41.844 +70.0 -110.0 +70.0 1-110.0 +70.0 • -102.b +70.0 . 97.0 +70.0 • 93A +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 , 1 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. �.\NY LYNN•r''% , (CEN To I * r: No. 58705 STA E OF ENG`lo• A. LYNN (v♦ILLER`P.E. HEADER MEETING RAIL JAMB EXT R SASH �YII-IIHII-IIY HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 SILL (REINFORCEMENTS SHOWN p IN FIGURES ABOVE APPLY J` TO ALL CONFIGURATIONS) � <RfSL�UC'T AEVf5E[s :� cvBs�l svie(3 the F7vzi3. EFegdESSy�, Xi`441li ,3c+:el:ivecv Pao / '.+/c'azxa GrPa P; Drive: C4ia6-af Description: Drcwn By: 1070 TECHNOLOGYDRIVE DESIGN PRESSURE TABLES J ROSOWSKI N. VENICE, FL 34275 (9411600 Title: Date: COPYRIGHTG2017 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 'GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES PGT INDUSTRIES, INC. Series/Model: Scale: Sheet: Drawing No. Rev: ALL RIGHTS RESERVED SH-5500 NTS 7 OF 13 MD-SH5500-01 B CERT. OF AUTH. #29296