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HomeMy WebLinkAboutPGT Vinyl Non Impact MIAMI•DADE MIAMI-DADE COUNTY _$ PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w w.miamidade.2ov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-5400"PVC Single Hung Window—N.I. APPROVAL DOCUMENT: Drawing No. MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05115115,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 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# 16-0714.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0630.06 MIAMI-DADE COUNTY f 1 Expiration Date: July 30,2020 •••t-ae 1 Approval Date: November 30,2017 fff a Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.06) 2. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI', sheets 1 through 12 of 12, dated 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, Durasealo spacer system, Super Spacer`NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.04) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). j Manuel PeCa - Product Control Eine NOA No. 17 6 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their `Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04,116,120. 3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 15-0519.06) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 17-0714.04) G. OTHERS 1. Notice of Acceptance No. 16-0714.04, issued to PGT Industries, Inc. for their Series "5400" PVC Single Hung Window-N.I. approved on 08/18/16 and expiring on 07/30/20. it Manuel P ,," .E. Product Contro,E� xam' er NOA No. I - 0.06 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING 28-1/8"MAX.O.C. 21-5/S" EXAMPLEUS-TOR FOR ARCH-TOP RADIUS-TOP 52-1/8"MAX.BUCK WIDTH — MAX.O.C. HEADER(SIM.FOR ALL VARIES PER REINFORCEMENT NOT RATED FOR HEADER(SIM. 12"MAX.FROM 12"MAX. I/ y WINDOW TYPES) LEVEL,SEE SHEETS 6-7 IMPACT RESISTANCE FOR ALL FRAME SEAM y 30" A. SEE __SEE ___ MAX.O.C. 1 52-1/8"MAX.BUCK WIDTH WINDOW TYPES) 10"MAX.FROM SEE SHEETS �� 1-1/4" 6, 7 SHEET3 � r T 71 12"MAX. / FRAME SEAM D,SEE -� 8&9 A,SEE �-- I, I FIXED VISIBLE 12"MAX. — B,SEE L� 30"MAX.O.C. ►� SHEET 3'� �, s----1-� 12"MAX. � SNEET4 SHEET3 I I LIGHT WIDTH -�--I ° B,SEE 30"MAX.O.C. --I C,SEE r- FI / 12"MAX. SHEET3 SNEET4SHEET31 FIXEDEQUALLY j VISIBLE A,SEE r- - — I-i 12"MAX.EQUALLY 17-718"MAX.O.C. SPACED LIGHT 17-7/8"MAX.O.C. SHEET3SPACED II ANCHORSPER HEIGHT � EQUALLYTABLES 6&7 17-7/8"MAX.O.C. ANCHORSPER 1 91.78" SPACED 1TABLES 6&7 MAX. ANCHORSPER O 1 8484 O 1 BUCK TABLES 6&7 62 BUCK MAX. HEIGHT ' MAX. HEIGHT BUCK AS SHOWN X j 10"MAX.O.C. HEIG T X 11 Q L 10"MAX.IO.C. HEIGHT x '1 j (91.78" 10"MAX.O.C. . XI _ — o — 1 1 MAX.) 11LL_._.—_1 13-3/4"MAX.O.C. L/ SASH l 13-3/4"MAX.O.C. EQUALLYEQUALLY 1 13-3/4"MAX.O.C. EQUALLY SPACED SPACED VISIBLE 1 ' SPACED --- ----- --� SEEANCHORSPER I yy ANCHORSPER 1 LIGHT + ANCHORS PER + SHEETSTABLES6&7 1 TABLES6&7 HEIGHT I TABLES6&7 1 'A 8&9C1 A � 1 I 6-112"MAX. ',6-1/2"MAX. 6-1/2"MAX. L NOANCHORSATSILL __J NO AN HORS ATSILL - I B� ____J NOANCHORSATSILL '--- I Dom__--J ° ° ° 1-1/4"°-�� SEE SILL WEEP- B f ( SEE SILL WEEP- SEE SILL WEEP- SEE SILL WEEP- SASH VISIBLE 4\ B 52 1/8"MAX. BUCK WIDTH NOTCH DETAILS, LIGHT WIDTH `NOTCH DETAILS, 52-1/8"MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, SHEET3 SHEET3 SHEET3 SNEET4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT SEE TABLES 4-7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES: SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES.......... ........ ... 1 ELEVATIONS 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ........................................................ 1. FRAME, GLASS&ANCHOR OPTIONS......... ..2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. X..... 3 4 ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION, FLANGE&EQUAL LEG/BOX... INSTALLATION, INTEGRAL FIN&J-CHANNEL... 4 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 GLAZING DETAILS .......... ............................ 5 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 DESIGN PRESSUREESS........ .................................. 6-7. 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. ANCHOR QUANTITIES.........................................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. EXTRUSION PROFILES................................ 10 ........ 10 ASSEMBLY&PARTS LIST................................... 11-12 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. 02017 FLORIDA BUILDING CODE(FBC),6TH EDITION C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 02014 FLORIDA BUILDING CODE(FBC),5TH EDITION 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 •ASTM E1300-09 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 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. *ALUMINUM DESIGN MANUAL,ADM-2015 P201mnlon REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. �'''"'�'a"'`g° `vatEa time h 'AISI S100-12 10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER ainr3diug Ct??e •AISC 360-10 SHADES OF CAP COATED PVC EXTRUSION NOS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUi HSIdI4IMA AL A' 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ���� oNv LVty Revision: rig USER INSTRUCTIONS: VCENS IF /�� UPDATED TO FBC 2017. - JR - ti nu a;e rogw n I 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. No. 58705 •�� 06/06/1 7 ice/ 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 — Description: Drawn By: PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW A ... rZ 6 1070 TECHNOLOGY DRIVE GENERAL NOTES & ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. P •• 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS ��.n,�'•, S TE O ��� N.VENICE,FL 34275 FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. i�`s1•'•FIORIDP,.•'G\?� (941)-080-1600 Title: Date:05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. '7 i`S'ONAL ENO COPYRIGHT02017 SINGLE HUNG WINDOW INSTALLATION - NI NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, 77t 11 t I 1111111 ALL RIGHTS RESERVED PGT INDUSTRIES,INC. Series/Model: Scale: Sheet: Drawing No. Rev: A.LYNN MILLER,P.E. SH-5400 NTS 1 OF 12 MD-SH5400-01 B INTEGRAL FIN OR EQUAL LEG/BOX). P.E.#58705 CERT.OF AUTH.#29296 TABLE 1:ALLOWABLE GLASS TYPES Glass Description (Listed from Exterior to Interior) Design Pressure Frame Glass Frame Frame Type Table #I Sheet# Types Options Configs, Shapes Installation Options that may be used 1 3/4" I.G.: 1/8" A Exterior Cap + 1/2" Air Space + 1/8" A Exterior Cap 4 1 6 (see Fig B) (see Table 1) (see Fig A) (see Fig C) 2 3/4" I.G.: 1/8" T Exterior Ca + 1/2" Air Space + 1/8" T Exterior Ca 4, 5 6, 7 ....into 2X Wood Frame/Buckstrip-sheet 3, option 1 p P P Equal-Lite, Square/Rect., Flange Through the frame ....into Concrete/CMU-sheet 3, option 2 3 3/4" I.G.: 3/16" A Exterior Cap + 3/8" Air Space+ 3/16" A Exterior Cap 4, 5 61 7 (#2) 1 -4 Ori Cott vew Arch-Top p of the window...... _._.through 1X Buckstrip into Concrete/CMU-sheet 3, option 3 4 3/4" I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 3/16" T Exterior Cap 4, 5 6, 7 Cottage Radius-Top ....into Metal-sheet 3, option 4 "A" ANNEALED; "T"=TEMPERED ....into 2X Wood Frame/Buckstrip-sheet 3, option 1 Box/ Equal-Lite, Square/Rect., Through the frame ....into Concrete/CMU-sheet 3, option 2 Equal-Leg 1 -4 Oriel/Proview Arch-Top& of the window...... TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME (#4) & Cottage Radius-Top ....through 1X Buckstrip into Concrete/CMU-sheet 3, option 3 Min. Edge Min. Material Min. Fy Min. F„ ....into Metal -sheet 3, option 4 Group Anchor Substrate Distance Embedment" Steel Screw L127.4 120 ksi Through the ....into 2X Wood Frame/Buckstrip-sheet 4, option 5 Equal-Lite, Square/Rect.Arch-Top t., integral fin...... ....into Metal-sheet 4, option 7 18-8 Screw 95 ksi P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" J-Channel 1 -4 Oriel/ProHew Aroh-Top& P #10 SMS 410 Screw 110 ksi (#1) Through the flame ....into 2X Wood Frame/Buckstrip-sheet 4, option 6 Steel, A36* 3/8" 0.050" & Cottage Radius-Top g (steel, 18-8 S.S. Elco Aggre-Gator® 96 ksi of the window...... ,...into Metal-sheet 4, option 8 Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) or 410 S.S.) Elco UltraCorg 177 ksi Through the into 2X Wood Frame/Buckstrip-sheet 4, option 5 A Aluminum,Pine (SG= 3/8" 0-3/8" Equal-Lite, S uare/Rect., 410 SS Elco CreteFlex® 189.7 ksi q 9 Integral fin...... ...,jnto Metal-sheet 4, option 7 P.T. Southern Pine (SG=0.55) 7l15" 1-3/8" Integral Fin P 6063-T5 Aluminum 16 ksi 22 ksi 1 -4 Oriel/ProHew Arch-Top& 3/16" steel Ultracon Concrete (min. 2.85 ksi) 1" 1-3/8" q36 Sieel1 36 ksi 58 ksi (#3) & Cottage Radius-Top Through the frame ....into 2X Wood Frame/Buckstrip-sheet 4, option 6 Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Gr. 33 Steel Stud 1 33 ksi 45 ksi I of the window...... ,,,.into Metal-sheet 4, option 8 P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" #12 SMS FIGURE A: FRAME CONFIGURATIONS FIGURE B: FRAME TYPES Steel, A35* 3/8" 0.050" (steel, 18-8 S.S. or 410 S.S.) Steel Stud, A653 Gr. * 3/ ' 0.0451" (18 Ga.) // �/ �Dq g Aluminum, 5063-T3-T5 3!9" 0.063" / 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1" �/1-3/8" 2 4 O 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" BOX OR Concrete(min. 2.85 ksi) 1" 1-3/4" �/ FLANGE EQUAL- �� 1/4" steel Ultracon o�00 LEG �DD C Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1-3/4" EQUAL-LITE ORIEL COTTAGE 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/4" FIGURE C: FRAME SHAPES Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" 1/4" steel Creteflex / T 0� O� D Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" BUCK WIDTH BUCK WIDTH BUCK WIDTH C9 C7 - Concrete (min. 3.275 ksi) 1-1/2" 1-3/8" 1/4" steel Aggre-Gator 1 3 Grouted CMU, (ASTM C-90) 2" 2" _ _ = I 0 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. _ INTEGRAL w w O = J-CHANNEL �D� FIN "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. x = w_ E _ J W � D o�1D �D TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH-TOP Min. Edge Min. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PPOikL7+.TREV6SET) Group Anchor Substrate Distance Embedment* BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING ar ct)mr4yfi g wsoi tho Flcs Ida DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Iauitding Cede. E 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16" THE TABLES ON SHEETS 6-9. 1 t I I 1 I 1 I Aec4ptm e d m 2-1/2" Ring-shank Roofing Nail P.T. Southern Pine (SG=.55) 318" 2-7/16" 1�Ny �YNN 7i�� Revision: F'p O"Ic t P.T. Southern Pine (SG=.55) 1/2" 1-3/8" .` ��`• * '� ANCHORS RE-GROUPED. �� #10TrussheadSMS �� •. 1tCENSF' .�( ,t ?ie`Prncsscc ' gaF Aluminum, 6063-T5* 3/8" 0.0501, F ' (steel, 18-8 S.S. _ - JR - 06/06/17 or 410 S.S.) Steel Stud, Gr. 33* 3/8" 0.0451" (18 Ga.) _ * ; No. 58705 * _ ® Drawn F Steel, A36* 3/8" 0.050" - = Description: �'� P.T. southern Pine (SG=.55) 9/16" 1-3/8" p B Q:= 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J Drawn By. KI #12 SMS Aluminum, 6063-T5* 3/8" 0,063" S E OF ° N.VENICE,FL 34275 (steel, 18-8 S.S. : c Title: Date: steel Stud, Gr. 33* 3/8" 0.059' ��� '•.,<ORIDP,.•' ��� (941)afio-lsoo SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 or410S.S.) Steel, A36* 3/8" 0.050" iSs� A, �G�` pDTIaNOUSTRESeNC. 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. '' 11111111 t� \\ uI INDUSTRIES, RIES,INC. Series/Model: Scale: Sheet. Drawing No. Rev: A.LYNN MILLER,P.E. SH-5400 NTS 2 OF 12 MD-SH5400-01 B P.E.#58705 CERT.OF AUTH.#29296 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH—FRAME AND IX OPTION 1 1 EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. ANCHORED THROUGH SEE NOTE 2,THIS SHEET. EMBEDMENT FRAME INTO 2X WOOD EMBEDMENT FRAME OR SUCKSTRIP. 1/4"MAX SHIM 16 1/4"MAX SHIM SEE NOTE 2,THIS SHEET. \ EMBEDMENT SASH VISIBLE FLANGE FRAME EDGE ❑G-=.� 18 LIGHT WIDTH Imo- 17 EDGE � SHOWN DISTANCE a D a _ ° DISTANCE 8 a (�— 44 BALANCE `---'� �1/4"MAX TYPE VARIES - - - TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH TYPE, i' EMBEDMENT AND a WEIGHT v 2 TYP.ANCHOR TYPE, EDGE Q / 54 30 EMBEDMENT EMBEDMENT AND EDGE R AND EDGE DISTANCE PER SUBSTRATE, DISTANCE PER I� 31 ° DISTANCE PER SEE TABLE 2,SHEET 2. SUBSTRATE, U a� EDGE a SUBSTRATE 18 SEE TABLE 2,SHEET 2. EXTERIOR 87 DISTANCE SEE TABLE 2, 19 FIXED VISIBLE 4SHEET 2. FIXED 2p OPT.SASH TOP " —�{ + VISIBLE LIFT RAIL FLANGE 2 LIGHT WIDTH LIGHT FRAME JI EQUAL HEIGHT FOR ALL WINDOWS: NOTES: SHOWN BUCK WIDTH �I LEG/BOX FRAME y 1 ANCHOR 3.55" a8e 1)USE ONLY HORIZONTAL SECTION A-A SHOWN J FROM END AND AT 49 21 SUBSTRATE-APPROPRIATE CENTER. ANCHORS LISTED ON TABLE 2, 22 FOR WINDOWS SHEET 2.FOLLOW EMBEDMENT AND <73 a OVER 36"WIDE: DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY 45 46 47 SCREWS @16-3/8" INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2, 14 �J 35 FROM END. BE USED ON ANY SIDE OF THE � FOR WINDOWS WITH WINDOW. 1/4"MAX. BUCK 50 a 16 BOTTOM LOCKS: 2)MASONRY ANCHORS MAY BE SHIM �/ #10 OR#12 STEEL 1/4"MAX. HEIGHT ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2, SELF DRILLING SCREWS @ 8-3/8" SHIM 85 30 �^ FROM END. SHEET-1 ALL WOOD BUCKS LESS SMS(G5),SEE THAN ED I ARE TOTE 0 TABLE 2, D� SASH CONSIDERED 1X INSTALLATIONS. 1X SHEET 2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE 1-1/2"THICK n OPT. 86 USE EITHER GREATER. AND 2X BUCKS (W 65 LATCH OR (WHEN USED)SHALL BE DESIGNED Q IIILJIII (2)V 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FLANGE EQUAL j WEEP LOCATION:6-5/8" DESIGN AND INSTALLATION IS THE FRAME LEG/BOX '.. NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN FRAME EACH END. OR ARCHITECT OF RECORD. SHOWN g 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION (ALSO REFERRED AS DAYLIGHT [,2t3fivLT RE,4'2 67 OPENING)IS MEASURED FROM OPTION 4 � OPTION 4 EQUAL-LEG/BOX 1/4"MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH cc"1#1/""g with dw F " FRAME SHOWN DO� I I I I 1 1 FRAME INTO METAL FRAME INTO METAL f3uqidiqg Code 0 1 I //, 'kr ceLstrsetev.f*dp,8Tr \`��11YLYgl/y ' , Revision: L.>G iau taate.27"X 1.2s" NO ANCHORS •V10ENy" ( , NO CHANGES THIS SHEET. �� WEEPHOLE a • F '.� P�hiarria nde Psd:xc2( W/COVER @ 38 " REQUIRED IN VISIBLE LIGHT FORMULAS ';�� j 2.87"FROM ° " FLANGE OR * : NO. 58705 l/ EACH END. EQUAL-LEG WIDTH FRAME SILLS @SASH:BUCK WIDTH-6-1/2" Description: Drown By: @ FIXED LITE:BUCK WIDTH-4-3/8" L'j � ' 1070 TECHNOLOGY DRIVE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI �Q„n'•, S7 7E O •4 N.VENICE,FL 34275 HEIGHT(EQUAL-CITE) :Sys•'•F�ORiDA •••• ���1 (941)480-1600 Title: Date: VERTICAL SECTION B-B BUCK HEIGHT/2-3-15/16" �i,,s�O ' •• NG`�� SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 CO 17 INDUSTRIES, w-T RIGHTS RESERVE. Series/Modal: Scale: Sheet: Drawing No. Rev: A.LYNN MILLER,P.E. SH-5400 NTS 3 OF 12 MD-SH5400-01 B P.E.#58705 CERT.OF AUTH.#29296 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT 2X WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR I�-- EDGE DISTANCE ANCHORED THROUGH INTEGRAL r EMBEDMENT + NOTE 2,THIS SHEET. BUCKSTRIP,SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR O 1/4"MAX SHIM 1/4"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. E, SASH VISIBLE J-CHANNEL ❑� FRAME DISTANCE PER SUBSTRATE, RATE, � 17 SHOWN D - _- ------ (SCREWO EMBEDMENT AND EDGE 18 LIGHT ,,- SEE TABLE 2,SHEET 2. o SHOWN) 44 BALANCE 1 EMBEDMENT TYPE VARIES ----- - - ----- �Q �1/4"MAX SHIM 42 WITH SASH �aEDMENT AND EDGE EDGE WEIGHT 54 1 TYP.ANCHOR TYPE, DISTANCEann, Q 30 DISTANCE PER SUBSTRATE, , 31 a SEE TABLE 3,SHEET 2. 18 (NAIL SHOWN) EXTTEERRIOR 87 TYP.ANCHOR TYPE, INTEGRAL EMBEDMENT AND EDGE FIXED VISIBLE yl FIN DISTANCE PER SUBSTRATE, FIXED 19 20 OPT.SASH TOP LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE LIFT RAIL J-CHANNEL 1 SHOWN (NAIL SHOWN) FRAME LIGHT HEIGHT FOR ALL WINDOWS: NOTES: SHOWN BUCK WIDTH 1 ANCHOR @ 3.55" 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 73 p ADD ADDITIONAL AND EDGE DISTANCE LIMITS,ANY 1/4 MAX' —► SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 45 46 47 SCREWS @16-3/8" INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR#12 STEEL 1/4"MAX. HEIGHT 50 a 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM SCREWS @ 8-3/8" USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLES 2&3, D� 30 THAN 1-1/2"THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2"THICK yy 86 J 16 OR BOTTOM OR GREATER. 1X AND 2X BUCKS OPT. LOCK(SHEET 3). Q 1--�— 65 TESTED UNIT ( USED)SHALL BE DESIGNED FIN AND/OR (2) 81 30 63 LOCATION:6-5/8" TOO PROPERLY TRANSFER LOADS FLANGE REMOVED INTERIORR 31 TO THE STRUCTURE.WOOD BUCK WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHES T CH END. 80 NO ANCHORS OR ARCHITECLITY T OFFF THE RECORD. FRAME INTEGRAL FIN FRAME SHOWN D REQUIRED IN FRAME EXTERIOR INSTALLATION 7 D SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 any OPTION 8 PRODUCT REVISED OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO ""o'`ii1 Inn wi`h thr ag°'�� 1/4"MAX BEADING TO BEADING. ANCHORED THROUGH am4 di.n Cove INTEGRAL FIN � SHIM INTEGRAL FIN INTO METAL METAL(INTEGRAL FIN/FLANGE REMOVED) Acvvpb'n;.Gr p,{,,; / ® 0.0(, 0 1 1 1 1 1/ !1/0) FRAME SHOWN _ Revision: E�'�3`n�QS s�'�te CC��•°° NV LYNN 27"X 1.25"WEEPHOLE 0 .• / 3Y ?.• F �1�/i NO CHANGES THIS SHEET. Mx=r9 ado prodmtcarztvA OW/COVER @ 2.87" � : 1,10EN$ ' � / 38 FROM EACH END. VISIBLE LIGHT FORMULAS P? No. 58705 � ' TYP.ANCHOR TYPE, _� EDGE DISTANCE WIDTH - * . "a ' EMBEDMENT AND EDGE - Drawn By: DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6-1/2" _-Q / Description: SEE TABLE 3,SHEET 2. yI EMBEDMENT f @ FIXED LITE: BUCK WIDTH-4-3/8" �� tj . � •: �\ 1070 TECHNOLOGY DRIVE J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) ��'. S ATE O �\ N.VENICE,FL 34275 Title: HEIGHT(EQUAL-LITE) �(� '•.'P[0R10P•. (941)-480-1600 Date. INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT/2-3-15/16" //// Sy Q 11 L ��G\`\ COPMGHT02017 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 ANCHORED THROUGH INTEGRAL FIN ////J 1 j j j j 11 x PGT INDUSTRIES,INC. Series/Model: Scale: Sheet: Drawing No. Rev: INTO 2X WOOD FRAME OR BUCK- ALL RIGHTS RESERVED STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P.E. SH-5400 NTS 4 OF 12 MD-SH5400-01 B P.E.#58705 CERT.OF AUTH.#29296 3/4"NOM. � � 3/4"NOM. � � 3/4"NOM. � � 3/4"NOM. 1/8"A GLASS 1/8" T GLASS 3/16"A GLASS 3/16"T GLASS 1/2"AIR SPACE 1/2"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 1/8"A GLASS 1/8" T GLASS 3/16" A GLASS 3/16" T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 76-79 76-79 76-79 76-79 GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 1/2"NOM.GLASS 76-79 BITE TYP. 73 74 31 EXTERIOR 75 a 38 30 PYiitsU\:T i'E`a 3:sEr°+ as vvAkt t. Fkrua €IimIdim E'ode 3D.D � I I I l l n l l ,11 2 Wte " r a! �6 p, a;rrr ISete 26 ,...... ..., Revision: \\CEN ` S F'•.�(�� NO CHANGES THIS SHEET. * ; TYP. GLAZING DETAIL No. 58705_ .-10 f/2 Description: Drown By: %�0 ••. S ATEO I •,•(`[(/` 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI i� "t ORION \�� N.VENICE,FL 34275 Date: NAL (941)-000P GLAZING NOTES: YRIG SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 r "A"=ANNEALED I/I 11111100 COPYRIGHT®2077 "T"=TEMPERED ALL RIGHTS RESERVED PGT INDUSTRIES,INC. Series/Model: Scale: Sheet: Drawing No. Rev: A.LYNN MILLER,P.E. SH-5400 NTS 5 OF 12 MD-SH5400-01 B P.E.#58705 F CERT.OF AUTH.#29296 TABLE 4: Glen types Bottom Sash Sash Design Pressure(lbsW) 1-6 Description tar giren Hel9ht ReIM Level Range®Wintlow Range Window Buck Width(in) Rt Height Shown On) 1H 24 32 36 40 48 52.125 235 EquaNde 11.394 +50.0 -100.0 +50.0 -1W.o +W'O '100.0 +50'0 AW.0 +50.0 4010 +50.0 99.0 +50.0 -920 Standard Cottage 14.517-15,870 +N.O -100.0 +50.o -100.0 +N.O -100.0 +50.0 -1W.0 +50.0 -100.0 +50.0 97.0 +50.0 90.0 28 EquaNrce 11.583-14S16 +W.O -100.0 +50.0 -10.0 +W.O -1000 +50.0 -1W0 +N.O 4000 +W.O -100.0 +50.0 97.1 Standaid PWew 11.377-11.582 +W.O -100.0 +50.0 -100.0 +W.O -IW.O +50.0 -100.0 +500 -1W.0 +N.O -100.0 +50.0 94.0 - Tallest 21517-25 286 +50.0 -100.0 +50.0 -100.0 +W.O -100.0 +50.0 -Mil +W.O -lwo +500 -88.0 +60.0 -77,9 0 Standand Cottage 20.958-23.516 +50.0 -100.0 +N.O -1000 +50.0 -1W.0 +500 -100.0 +N.O -100.0 +50.0 68.6 +50.0 -78.1 37.375 EquaPeo 17.517-20.957 +N.O -1000 +N.O -100.o +W.0 -1W.O +50.0 -100.0 +NO -100.0 +50.0 -WA +50.0 48.0 Stantlerd Plaiaw 14.517- 77,516 +W.O -1N.0 +W.O -100.0 +W.O -1000 +WO -1N.O +ND -1W.0 +50.0 64.2 +W.O -751 Shodest 11.377-14.516 -N.0 -1W.0 +N.0 -1W.0 +N.O -1WO +50.0 -100.0 +N.O -1WO +MO 63.0 +50.0 .73.6 Tallest 2Z583-31.911 +N.O -1WO +50.0 -100.0 +N.O -1N.0 +N.O -97.0 +50.0 -89.0 +500 -76.0 +W.O -71.0 a Custom Size 26.517-27.582 +N.O 4WO +50.0 -100.0 +W.o -1W.o +N.O -100.0 +N.O -1000 +50.0 62.3 +50.0 -73.9 HEADER Slandartl Cottage 23,517-26.516 +50.0 -1000 +500 -iW.O +N,O -too.0 +50.0 -IW,o +W.O -100.0 +W.O -79.0 +N.O JOS 44 EquaNde 20,517-23.516 +MO -1N.0 +N.O -100.0 +N.O -1W.0 +50.0 -t00A +500 -100.0 +W.O -78.3 +50.0 40.3 Standartl P%iaw 17,517-20.516 +W.O -1WO +N.O -lwo +W.O -1WO +50.0 -NOA +W,O 4N.0 +50.0 -78S +N.O -70.4 Custom Size 14.SII-1].at6 +W.O -100.0 +N.O -1N.0 +W.O -100.0 +N.O -100.0 +50.0 -1N0 +50.0 -79.5 +NO -71.2 Shodasl 11.377-14.516 +N.O -1N.0 +50.0 -t00.o +W.o -100.0 +50.0 -1N.0 +N.O -W4l +N.o -78.8 +N.O -71.8 Tallest 31.583-35.911 +W.O AODO +50.0 -10)'0 +W.O 90.9 +N.O 69.3 +W.O -89.3 +N.O -74.9 +N.O 69.1 StantlaN Cottage 26.517-31.SU +W.O -1NO +50.0 -1W.O +N.0 -1000 +SO0 -100.0 +SO0 - 4 +500 -73.B +500 55.8 EquaNde 20.517-26.516 +50.0 400.0 +50.0 -1W.0 +N.O -1W.0 +50.0 -lW.O +50.0 -931 +W.O -71.6 +50.0 619 a D MEETING RAIL 48 StandarclProhew 17.517-20.516 +50.0 -1000F+50�O -1W.0 +W.O -100.0 +N.O -1WD +ND -97.1 +50.0 -74.9 +50.0 67,0 Custom Size 14.517-17,516 +N.O -100.0 -1N.0 +WO -1N.0 +50.0 -100.0 +N.O -92.0 +50.0 .76.3 +50.0 68.1 26 0Custom Site 12.517-14.516 +50.0 -1W.0 -100.0 +ND -1NO +50.0 96.7 +N.O 67.8 +50.0 -73.6 +50.0 68.9Shortest 11.MT 12.516 +W.O -100.0 -1W.o +N.O -96.0 +W.O 93.8 +NO 65.7 +W.O 422 +50.0 67.3 Tallest 31208-37.536 +MO -100.0 -95.4 +W.O -84.3 +50.0 62.2 +NO 61.9 +W.o -71.8 +50.0 66.8Q�Stanoard Cottage 26.517-33.207 +ND -1WO -100.0 +W.O -1W.0 +50.0 -1W.0 +500 -93.6 +50.0 -71.1 +50.0 63.3Equal4se 23.517-26.516 +50.0 -100.0 AMID +W.O -1000 +W.o -1000 +NO -94.5 +N.O -72.8 +50.0 65.1li; 23 m= Custom Size 20.517-23516 +50.0 -100.0 -100.0 +W.o -1000 +NO -1W.O +W.O -94.6 +50.0 -72.9 +50.0 65.149.625 andard1].517-20.516 *50.0 -100.0 -1W.0 «N.0 -1W.0 +W.O -1MID +W.O -96.0 +N.o -73.7 +W.O 65.8g .516 +N.g -1W.0 -1W.0 «W.0 -1N.0 «N.9 99.0 +N.O 69.8 +W.O -75.1 +W.O 67.1 n EXTERIOR SASH Custom Size 12.5P-14s16 +N.O -1W.0 +W.O -100.0 +N.O -93,7 +N.O 92.5 +500 651 +N.O -]2.2 +500 -8T3 GJD� EXTERIOR � HEIGHT Shortest 11.377-12.516 +N.O -1W.0 +N.o 99.6 +SDO -88.7 +N.9 67.0 +N.O -als +N.O 69.5 +N.O 64.4 v Tallest 36.517-41.644 +N.O -1NO +W.O 62S +W.O -71.2 +N.O 68.5 +W.O 67.1 +50.0 66.1 +500 58.2 Standard Cottage 31.517-36.516 +W.O -1W.o +N.O 99.2 +N.O 68.3 +50.0 6 S +W.O -NA +N.O 64.2 +0.0 56.6 JAMB O EquaNde 26SI7-31.516 +W.O -1W.O +N.O .100.0 +W.O -1W.0 +WD 46.7 +N.O 65.7 +W.O 63.7 +N.o 56.3 Standard Prwiew 23.517-26.516 +N.O -1W.0 +N.O 96.7 +W.O -87.8 +50.0 66.0 +%0 als +W.0 65A +50.0 57.8 23 62 Custom Size 20.517-23.516 +N.O -1W.0 +N.O 68.3 +MO -7TO +50.0 -74.6 +N.O -]3.6 +50.0 64.8 +N.O 58.8 Custom Size 17.517-20.516 +50.0 -97.3 +50.0 -79.9 +N.o 58.7 +50.0 55.8 +%0 64.2 +50.0 60.5 +N.O 55.6 SILL D Custom Size 14.517-17.516 +50.0 -89.6 +50.0 .73.0 +WO 61S +N.O 58.9 +N.O 5Zo +SU 55.9 +W.O 52.6 Custom Size 13.017-14,516 +50.0 66.1 +50.0 -7oO +N.O -59.o +N.o 550 +N.O -W.9 +50.0 52.4 +N.O 51.5 Shortest 11.864-13.016 +50.0 63l +W.O 57.8 +W,O 57.0 +N.o 53.9 +50.0 51.8 +N.O 50.0 +50.0 50.0 Tallest 39.517-41.644 +N.O -100.0 +WO 62.6 +W.O -71.2 1 +N.O 68.5 +W.O 67.1 +N.O 60.6 +50.0 53.0 Custom Size 3&517-39.516 +50.0 -10.0 +50.0 68.7 +WO -77.5 1 +N,O -75.0 +N.O -74.1 +50.0 60.7 +50.0 511 a��❑ Equal41le 35.517-38.516 +N0 -1120.0 +N.O 920 +W.O 60S +N.O -78.5 +N.O .77.9 +50.0 50.0 +50.0 52.4 0 75 Custom Size 32.517-35.516 +W.o -0WO +N.O -85.3 +W.O -74.0 +W.O -71.4 +W.O -70.2 +W.O 601 +50.0 52.5 Standard Pho 29.517-31516 +50.0 -94.6 +N.B -07.5 +WD 56.3 +60.0 63.3 ffi+NO 59.2 +50.0 53.0 Custom size 26.517-29116 +50.0 67.2 +50.0 -71.0 +W.O 50.0 +N.O 56.9 +N.O 535 +50.0 51.5 SECTION DETAIL FOR WINDOWS WITH $holest 275516-26.516 +50.0 -0.0 +50.0 69.0 + O.O -58.1 +500 5&0 +W.O1.4 +50.0 50.6 Equa4lrce 3B.St]-41.fi44 +50.0 -94.6 +50.0 r7.$ +NO 66.3 +50.0 63.3 +500 5e.4 +50.0 50:5 LEVEL R1 REINFORCEMENT & GLASS TYPES 1-4 84 custom Size 35.517-30.516 +W.o -87.z +50.0 -Ito +W.0 60.0 +50.0 569 +W.o53.5 «50.0 5o.e (REINFORCEMENTS SHOWN IN FIGURES SlandaN Prnnew 33.818-35.516 +50.0 -83.7 +50.0 67.8 +W.O -57.0 +50.0 53.9 +SOO 50.0 +W.o -ND ABOVE APPLY TO ALL FRAME TYPES& 91.78 Tallest +WO -83.7 +50.0 67.8 +W.o 4TO +NO 519 +50.0 50.0 +N.O 50.0 CONFIGURATIONS) SEE TABLE 6,SHEET 8 FOR ANCHOR GROUP AND QUANTITY. **MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 eODUCT RE.VaEID a;n+r ;.3yrsrts,iwiti the Fkari& p mldsnB,Cade }} t t t 1 1 1 1 1 1/7 7 Acrx-g:rnaco P+ils f ' t b✓ �.�} ON N iX Revision: Ex uaF )q Date d1 tCENSF ���/ NO CHANGES THIS SHEET. • tt•<brn 'ade Prrxiucct * No. 58705 NOTES: _ ,� *' Description: Drawn By: 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME %� '.• I -. �\ 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLE J ROSOWSKI OR INTEGRAL FIN. % O STATE OF T . R Q/\ N.VENICE,FL 34275 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. �iC�iS tORIOP _• \�� (941}480.1800 Title., Date: �., NAB SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 3 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR 0 COPYRIGHT 02017 I I I I I I I 1 1 PGT wIDl1STRIES,INC. Series/Model: Scab: Drawing No. Rev: TABLE. ALL RIGIRS RESERVED A.LVNNMILLER,P.E. SH-5400 NTS Shee6t:OF 12 MD-SH5400-01 B HEIGHT DIMENSION SHOWN ON THE P.E.#58705 CERT.OF Al1TH.#29296 '. TABLE 5: Glen rypea Bottom Sash sash Design Pressure(Ibslft 2-d Description forgilen Height Relnf Level Range(9Window Range Window Buck Width tin) R2 Height Shown (in) 18 24 32 36 40 48 52.125 23.5 EquaHite 11394 +65.0 -1300 +65.0 -130.0 +65.0 -130.0 +6&0 -130.0 +85.0 -130.0 +650 -129.0 +65.0 -120.0 Standard Cottage 14.517-15,870 +6&0 -130.0 +65.0 1 -130.0 +65.0 -130.0 +65.0 -MG +65.0 4300 +65.0 -12To +65.0 -1180 28 EquaHRe 11.583-14,516 +65.0 430.0 +65.0 1 430-0 +89.0 -130.0 +65.0 -130.0 +65.0 4300 +65.0 -130.0 +65.0 -130.0 Standani P.ew 11 37]-11.582 +65.0 7130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -123.0 Tallest 23517-25.286 +65.0 -130.0 +650 -130.0 +65.0 -130.0 +65.0 -lW.0 +65.0 -130.0 +65.0 422.0 +65.0 -113.0 ❑ Standard Cottage 20.958-20 957 +65.0 -730.0 +650 -130.0 +65.0 -1W0 +65.0 -130.0 +65.0 .130.0 +65.0 d24.6 +65.0 -112.3 �a �OD 37.3]5 EquaHM1e 1].517-20.957 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +650 -130.0 +65.0 -130.0 +65.0 -121.2 +65.0 -109.3 StandaN Pnmew 14.517-17.516 +65.0 -1360 +65.0 -130.0 170 0 -130.0 +65.0 -130.0 +65.0 -130.0 +65 0 -122.2 +65.0 -110.2 Shodest 11.377-14,516 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +fi50 -116.0 +65.0 -107.0 Tallest 27.583-31.911 +65o -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -127.0 +65.0 416.0 +65.0 99.0 +65.0 93.0 a n Custom Size 26.517-27.582 +65.0 430.0 +65.0 -130.0 +65.0 -1300 +65.0 -130.0 +65.0 -130.0 +65.0 -115.3 +65.0 -103.6 ILJI HEADER SIaMaMCollage 23.517-26.516 +65.0 -1300 +650 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -030.0 +6540 -110.6 +650 A92 44 EquaNRe 20.517-23.5i6 +65.0 -130.0 +65.0 -130.0 +fi5.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -109.6 +650 48.4 SIaMeN Prwiew 77.517-20.516 +65.0 -130.0 +65.0 -130.0 +65.0 430,0 +65.0 -Mo +65o -130.0 +650 -109.9 +65.0 -98.6 Custom Size 14.5t]-17.516 +65.0 -130.0 +65.0 -130.0 +65.0 -130-0 +65.0 -130.0 +65.0 -1W.0 +65.0 4M3 +65.0 -99.7 $tartest 11.377-10516 +65.0 -1300 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 .113.8 +65.0 .101.7 Tallest 31.Ml-35.911 +650 -1300 +65.0 -t30.0 +65.0 -127.2 +65.0 -125.1 +6&0 -116.0 +65.0 99.0 +65.0 43.0 SIeNaN Cotlege 21 26.517-31.582 +6&0 -130.0 +65.0 -130.0 +65.0 -130.0 +650 -130.0 +65.0 -130.0 +85.0 -103.3 +65.0 -a EquaNBe 20.51]-26,516 +65.0 -1W.0 +65.0 AMID +85.0 -130.0 +650 -130.0 +65.0 -130.0 +65.0 -100.2 +65.0 A9.5 a O MEETING RAIL 48 $landed Proataw 17.517-2D.516 W5.0 430.p +65.0 .130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -104.8 +65.0 43] 23 Custom Giza 14.517-17 516 +55.0 430.0 +6&0 -130.0 +Mu -130.0 +65.0 AMC) +65.0 .130.0 +650 -10&.8 +650 45.3 ❑� 27 0 Custom$ize 12.517-14.516 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65,0 -110.9 +65.0 -98.8 O o ShoRest 11.M-12.516 +65.0 .130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -0lw.0 +65.0 -130.0 +65.0 -114.5 +65.0 -1013 E Tallest 33.208-37.536 +65.0 -130.0 +65.0 -130.0 +65.0 -118.0 .65.0 -115.1 +65.0 -114.7 +65.0 49.0 +65.0 -93.0 p i Standard Cottage 26Si]-33.2W +65.0 -130.0 +65.0 -130.0 +E5.0 -1W.0 +65.0 -130.0 +6&0 -130.0 +65.0 49.6 +65.0 48.6 �a a D Equal4Re 273517-26.516 +65.0 -130.0 +65.0 -130.0 +56.0 -130.0 +fi5.0 -130.0 +65,0 .130.0 +65.0 -101.9 +65.0 91.1 Llu 23 m Custom Size 20.517-23.516 +65.0 -130.0 +65.0 -130.0 +55.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -102.0 +65.0 91.2 Q $ 49.625 $tended Prodew 17.517-20.518 +65.0 -130.0 +65.0 -130.0 +65.0 430.0 +65.0 -130.0 +65.0 -130.0 +65.0 -103.2 +65.0 02.1 Custom Slze 14.517-17.516 +65-0 -130.0 +65.0 -i30.0 +65.0 -130.0 +65.0 -130.0 +65.0 -1wo +fi5.0 -105.4 +65.0 43.9 EXTERIOR SASH EXTERIOR Custom Size 12.517-14.516 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -129.5 +65.0 -129.5 +650 -109.6 +65.0 47.4 ��� n HEIGHT pta� t 11.377-12.516 ♦65.0 -130.0 +65.0 -130.0 +do, -124.2 +65.0 -121.8 +65.0 421.7 +65.0 -113.2 +65.0 -10D.4 v 36.517-41 Z" +65.0 -130.0 +65.0 -115.6 +65.0 -99.7 +65.0 95.9 +65.0 -93.9 +66,0 42.7 +65,0 41S ollage 31.517-36.516 +65.0 -130.0 +15U -130.0 +65.0 -123.6 +650 -121.2 +650 -121.0 +65.0 89.8 +65,6 -79.3 e 26.51731.516 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -119.9 +65,0 -89.2 +65.0 -78.8 JAMBrwiew 2357]-26.516 +65.0 -130.0 +65.0 -1300 +65.0 -122.9 +650 -120.4 +65.0 -120.2 + 5.0 .91.6 +85.0 -81.023 62ize 20.51123.516 +65.0 -130.0 +65.0 423.7 +fi5.0 -107.9 +650ANA +65.0 .103.1 +6&0 43.4 +65.0 -82A ize 1]5t]-20.516 +65.0 -130.0 +65.0 -111.9 +65.0 -98.t +65.0 42.1 +65.0 -89.9 +65.0 49.3 +65.0 44.5 ize 14.517-17.516 +65.0 .125.4 +65.0 -1022 +60.0 -W7 +65.0 42.4 +65.0 -79.8 +65.0 -78.2 +65.0 -78.2 SILL Custom Size 13,017-14.516 +65.0 -120.6 +65d 48.0 +65.0 -826 +650 -78.3 +65,0 -75.5 +65.0 -73.4 +65.0 -73A ShoRest 11.864-1&016 +65.0 -117.1 +65.0 44.9 +65.0 -79.8 +65,0 -75A +65.0 -72.5 +65.0 -Ml) +65,0 -70.0 Tallest 39.517-41.644 +65.0 -130.0 + 55.0 -115.6 +65.0 -99.7 +SS0 950 +650 -23.9 +65.0 44.9 +65.0 -74.2 Custom Size 38.517-39.516 +65.0 -130.0 +65.0 -124.2 +65.0 -108.4 +65.0 -105.0 +6&0 -103.7 +65.0 44.9 +65.0 d4.3 EquaHite 35.517-38,516 +65.0 -130.0 +65.0 -128.8 +65.0 -113.1 +65.0 Aws +65.0 -)09.0 +Mo 44.0 +65.0 -734 0 75 Custom Size 32517-35.516 +65.0 -130.0 +65.0 -119.5 +65.0 -103.6 +65.0 -99.9 +65.0 -98.3 +65.0 44.2 +65.0 -73.6 9--th N Pm . 29.517-32.516 +65.0 -130.0 +65.0 -108.5 +65.0 -928 +65.0 98.7 +65.0 -86.3 1 +65.0 45.2 +65.0 -74.3 Custom Size 26.617-29.616 +65.0 AMA +65.0 49.3 +65.0 -83.9 +65.0 -797 +65.0 -76.9 +65.0 -74.9 +65.0 Shortest 25.516-28.516 +65.0 -119.1 +65.0 :W6 +65.0 41.4 +65.0 -7].1 +65.0 -74.2 +65.0 -71.9 +65.0 -71.9 SECTION DETAIL FOR WINDOWS WITH EquaNRe 38.517-41.644 +65.0 -1300 +65.0 -108.5 +65.0 -92.8 +65.0 48.7 +65.0 -86.3 +65.0 41.8 +66.0 -70.6 LEVEL R2 REINFORCEMENT & GLASS TYPES 2-4 B4 Custom Size 35517-38.516 +65.0 -122.1 +65.0 lwN +85.0 439 +65.0 -797 +65.0 -769 +65.0 44.9 +65.0 d1.1 $tandald Prg4ew 33.818-35.516 +65.0 -117.1 +65.0 -94.9 +65.0 .79.8 +65.0 -754 +65.0 -725 +65.0 -70.0 +65.0 -70.0 (REINFORCEMENTS SHOWN IN FIGURES 91.78 Tallest •• -41-644 +65.0 -117.1 + ou 44.9 +65.0 -79B +65.0 -75A +65.0 -725 +65.0 -70.0 +65.0 -Mll ABOVE APPLY TO ALL FRAME TYPES& SEE TABLE 7,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) **MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 oe,ccs oyi135 WM the Flarib 3s0u' &Cate FSes',e}1Rnoe Revision: E: ecRdia°DAD lCENS F .•�� ; NO CHANGES THIS SHEET. By 6daprouct Cc4ttro * : No. 58705 NOTES: Description: Drawn By: 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME ?J •'. �/1- 1070 TECHNOLOGY DRIVEDESIGN PRESSURE TABLE J ROSOWSKI OR INTEGRAL FIN. % o OF `;'• N.VENICE,FL 34275 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. s•'•F..ORID�`.•''G,\��� (941}480.1600 TBe' Date: SjoNA�ENS GD�DNT02o17 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR ///ll I 1 I I) \\\ PGT 1145LIS IEs,INC. Series/Model: Srnb: Sheet: Drawing No. Rev: HEIGHT DIMENSION SHOWN ON THE TABLE. ALL RIGHTS RESERVED SH-5400 NTS 7 OF 12 Ming No 00-01 B A.LYNN MILLER,P.E. P.E.#58705 CERT.OF AUTH.#29296 TABLE 6: FOR ANCHOR GROUP D,TABLE 7,SHEET 9 MAY BE USED. Anchor GmlpA AmixrGmup6 Awltor GmupC Anchw Anchor Anchor Quantities nstalretl for 18"wide 24"Wits 32"Whie 36"Wide 40"Wide 48"Wide 52-1/8"Wide 18"WIOe 24"Witle 32"Witle 36"Wrtle 40"Witle 48"Wltle 52-1/B"Wide ta"Moi 24"Mile 32"Wide 36"Wide 4P Wide 48"wide 52-1/8"Witle Max.Anchor O.C.spaemg for G. E Gmup F "7hrou hframe"Installation p 9 Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jemb Jemb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb "Integralfin"InslalWtbn 2r 4• Glass Types Battam Sash rc rc a rc rc 9 rc rc rc m v — o: a ¢ ¢ $ T rc rc ¢ $`' w s= rc p $ ¢ o a rc rc vs: 8W w1,2,3 a d Description br giren Sash Heigh u m " $ t t $ m $ € $Relnt.Level Range @ Wintlow Rarge(n) 8 — 88 — E 8 — 8 8 — n E Ri HeleN sho4m a m a a m a m ¢ m a r8 ¢ a m a 1 a m" a a r8 a m ¢ ¢ d ¢ m ¢ a m" a m a 23.5 Equal-lite 11394 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Stamanl Cottage 14.517-15a70 t 2 1 1 2 1 1 2 2 1 2 2 1 3 2 1 3 2 1 3 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 28 EquaNlte 11.583-14,516 1 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 3 2 2 3 3 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 StarMatd PmNew 11.377-11 582 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tallest 23.517-25,286 1 2 1 1 2 1 1 3 2 1 3 2 1 d 2 1 4 2 1 4 2 1 2 1 1 2 1 1 2 2 1 2 2 1 3 2 1 3 2 1 3 2 1 2 1 1 2 1 1 2 2 1 3 2 1 3 2 1 3 2 1 3 2 SiihUNCoaage 20.958-23.516 1 2 1 1 2 1 1 3 2 2 3 2 2 3 2 2 4 2 2 4 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 2 1 1 2 1 1 2 2 1 3 2 1 3 2 1 3 2 1 3 2 37.375 Equal-Ilte 17,517-20.957 2 2 1 2 2 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Stantlartl Pm mq 14.517-17,516 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 3 2 3 3 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shortest 11.377-14.516 2 2 1 2 2 1 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tallest 2L583-31.911 1 3 1 1 3 1 1 4 2 1 4 2 1 4 2 1 4 2 1 4 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 Custom Size 26,517-27.582 2 3 1 2 3 1 2 3 2 2 4 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Standartl Cottage 23.517-26.516 2 3 1 2 3 1 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 44 EquaNlte M.517-23.516 2 2 1 2 2 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 Btantlard Pw. 17,517-20.516 2 2 1 2 2 1 2 3 2 2 3 2 3 3 3 2 3 3 2 3 3 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Sae 14.517.17.516 3 2 1 3 2 1 3 2 2 3 3 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 7 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Shortest 11.377-10515 3 2 1 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Tallest 31.583-W5911 1 3 1 1 3 1 1 4 2 1 4 2 1 d 2 1 4 2 1 5 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 4 2 1 4 2 1 4 2 StanCattl Cottage 26.517-31.582 2 3 1 2 3 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 EquaNlte 20.517-26.516 2 3 1 2 3 1 2 3 2 2 3 2 2 4 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 68 Stemait Pro ew 17.517-20.516 3 2 1 3 2 1 3 3 2 3 3 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 14.517-17.516 3 2 1 3 2 1 3 2 2 3 3 2 3 3 3 3 3 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 12.517-14.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Shortest 11.377-12.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Tallest 33.20B-37.536 1 3 1 1 3 1 7 4 2 / 4 2 1 4 2 / 5 2 1 5 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 SlantlaNConage 26.517-33.207 2 3 1 2 3 1 2 4 2 2 4 2 2 d 2 2 4 2 2 4 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Equ We 23.517-26.516 2 3 1 2 3 1 2 3 2 2 3 2 2 4 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 ab Custom Sae 20.517-23.516 3 2 1 3 2 1 3 3 2 3 3 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 2 2 3 2 2 49.625 Stamted Pm,m 17.517-W.516 3 2 1 3 2 1 3 3 2 3 3 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Sae 14.517-17.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 3 3 3 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 12.517-14.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 SFwRest t1.377-12.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Tallest 36.517-41644 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 5 2 2 4 2 2 4 1 2 4 1 2 4 2 2 d 2 2 4 2 2 4 2 2 4 2 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 d 2 Standard Cottage 31.517-36.516 3 3 1 3 3 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Equal-Ble 26.517-31.516 3 3 1 3 3 1 3 4 2 3 4 2 3 4 3 3 3 3 3 3 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 191.78 .tlest aN Pm4ew 23-517-28.516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 3 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 om Size 20.517-23.516 3 2 1 3 2 t 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 / 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 om Sae 1T.517-20.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 om sae 14.517-17518 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 / 1 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 i 4 2 1 4 2 2 4 2 2 4 2 2 d 2 2 4 2 2 =Sae 13.017-14,516 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 d 2 2 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 ortest 11.854-13.016 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 d 2 2 4 2 2 allest 39.517-41.644 3 4 1 3 4 1 3 d 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 / 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 d 2 3 4 2 3 4 2 om Sae 38.517-39.516 3 4 i 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 q."te 35.517-38.516 3 3 1 3 3 1 3 4 2 3 4 2 3 4 2 3 4 3 3 4 3 3 3 1 3 3 1 3 3 2 3 3 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 tom Sae 32.517-35.516 3 3 1 3 3 i 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 7 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 ertlpwaw 29.517-32.516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 3 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 tom Sae 26.517-29.616 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 d 3 2 4 3 1 4 3 1 d 3 2 4 3 2 4 3 2 4 3 2 4 3 2 lartest 25.516-26.516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 d 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 gwklite 38.517-41.644 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 3 3 4 3 3 4 1 3 4 1 3 4 2 3 d 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 tom Sae 35.517-38.516 4 3 1 d 3 1 4 3 2 4 3 2 d 3 2 d 4 2 4 4 3 4 3 1 4 3 1 d 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 ard Pm . 33.818-35.516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 d 3 2 4 3 1 4 3 1 d 3 2 4 3 2 4 3 2 4 3 2 4 3 2 allest -4L644 4 4 i 4 4 1 4 4 2 d 4 2 4 6 2 4 4 2 4 4 3 4 4 1 4 4 1 4 4 2 4 4 2 4 d 2 4 4 2 4 4 2 4 4 1 4 4 1 4 4 2 4 4 2 4 4 2 d 4 2 4 4 2 SEE TABLE 4,SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 ,Is Cc st*1ying with the Ficrids P'rai3 mug Cod, p/ssggy1 LYNIv //// Revision: T DJ' P��;.•'• _10ENgF'•�C��;; NO CHANGES THIS SHEET. —1 -�al, ttclif NOTES: _* No. 58705 1)USE THE ABOVE "ANCHOR QUANTITIES REQUIRED.........." TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. _ � Te Description: Drawn BY: 2)USE THE ABOVE "MAX.ANCHOR O.C. SPACING............ TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. %7J " < y — 1070 TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE J ROSOWSKI O SATE OF N.VENICE,FL 34275 3)FRAME DIMENSIONS ARE BUCK."MR"=MEETING RAIL. ���s'•.FZORID ��4t}A�t6� t`.•'' Title: Date: SINGLE HUNG WINDOW INSTALLATION — NI 05/15/15 COPY4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. // �ONAL I�NG�\` P�GTINmisraEs,INC. Series/Model: Scab: Sheet: Drawing No. - Rev: 5)REFER TO TABLES 2&3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A.LYNN MILLER,P.E. ALLRICNreRESEavEo SH-5400 NTS 8 OF 12 mN D—SH5400-01 B P.E.#58705 CERT.OF AUTH.#29296 TABLE 7: Anchor Group B Anchor Group C Anctnr Group D pncha Anchor Quantities Required for 18"Will tle 24"Wide 32"Wide "Wide 40"WIe 48"Wlde 52-1/8"Wide 18"Witle 24"Wig 32"Wide 36"Wltle 40 Wde 98"Wig 52-1/8 Wide 19,Wide 24"Wide 32"Wlde 36"Wide 40"Wide 4a'Wide 52-1/6'Wids Max.Anchor O.C.spacing for Group F "Through-Frame"Installation Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb "Integralf'in"Installation Glas Types Bobom bash rc rc ti 38N rcrc rc ti rc rc ti ¢ rc L rc rc o: rc rc rc a rc `iIz ¢ Lw rc ¢ ¢ rc rc rc 9 s a waw15 re s $ wo $ s,2,38d Descdplbn firgnen .ash Heigh w m w m ; wwww wRelnf.Level Range Window Range Gn) xB 88 8 w8i $ 2 ' ilU Height Shown ¢ ¢ m ¢ m ¢ m a m ¢ do a v ¢ m a m ¢ ¢ m a m ¢ m a m ¢ m ¢ ,a a a m° ¢ m a r8 23.5 Equzplhe 11.394 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 i 1 2 1 i 2 2 1 2 2 1 2 2 1 2 2 t 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Stantlad Collage 14.517-15.870 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 2 1 1 2 1 1 2 2 1 2 2 1 3 2 1 3 2 t 1 2 2 1 2 2 1 2 2 1 2 2 28 EquaHhe 11.583-14.516 1 2 i 1 2 1 1 2 2 7 2 T 1 2 2 2 2 2 2 3 2 1 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 3 2 2 3 3 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 i 2 2 Standad Pmwew 11.377-11.582 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 T 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 i 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tallest 23,517-25.286 1 2 1 1 2 1 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 1 2 1 1 2 1 1 3 2 1 3 2 1 4 2 1 4 2 1 4 1 3 2 Standard Cottage 20.958-23,516 1 2 1 1 2 i 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 1 2 i 1 2 1 1 3 2 2 3 2 2 3 2 2 4 2 2 4 2 1 2 1 i 2 1 1 2 2 1 2 2 1 3 2 i 3 2 1 3 2 37.375 Equal4lte 17.517-20.957 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 2 1 2 2 1 2 3 2 2 3 2 2 3 2 2 3 3 2 3 3 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 Standad Pmvew 14.517-17.516 2 2 i 2 2 1 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 3 2 3 3 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shwlesl 11.377-1d.516 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 1 2 2 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tallest 2T683-31911 1 3 1 1 3 1 1 3 2 1 4 2 1 4 2 1 4 2 1 4 2 1 3 1 1 3 1 1 4 2 1 4 2 1 4 2 1 4 2 1 4 2 1 3 1 1 3 1 1 3 2 1 3 2 t 3 2 1 3 2 1 3 2 Custom Size 26.517-27.582 2 3 1 2 3 i 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 3 1 2 3 1 2 3 2 2 4 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 SF-rdad Coduge T3,517-26.516 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 4 2 2 4 2 T 4 2 2 3 1 2 3 i 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 44 EquaHhe 26.517-23.516 2 2 1 2 2 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 2 1 2 2 1 2 3 2 2 3 2 2 3 2 2 3 3 2 3 3 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Standard Pmwew 17.517-20.516 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 3 2 2 1 2 2 1 2 3 2 2 3 2 3 3 3 2 3 3 2 3 3 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 14.51]-17,516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Shortest 11.377-14SI6 3 2 1 3 2 t 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Tallest 31.563-35.911 1 3 1 1 3 1 1 4 2 1 4 2 1 4 2 1 4 2 1 4 2 1 3 1 1 3 1 1 4 2 1 4 2 1 4 2 1 5 2 1 5 2 1 3 1 1 3 1 i 3 2 1 3 2 1 3 2 1 3 2 1 3 2 Stand-d Cotage 26.517-31.582 2 3 1 2 3 1 2 3 2 2 4 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Equaplke 20.517-26.516 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 3 4 3 2 4 3 2 3 3 2 3 t 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 48 Standard Prow. 17.517-T0.516 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 3 2 1 3 T 1 3 3 2 3 3 2 3 3 3 3 3 3 3 3 3 3 2 t 3 2 t 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size /4.517-17,516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 i 3 2 1 3 2 T 3 2 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 12.517-14.516 3 2 1 3 2 t 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Shortest 11.377-12.516 3 2 t 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 4 2 3 4 2 3 3 2 3 3 2 1 3 Z 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Tallest 33.208-STM 1 3 t 1 3 1 1 3 2 1 4 2 1 4 2 1 4 2 1 4 2 1 3 1 1 3 i 1 4 2 1 d 2 1 5 2 1 5 2 1 5 2 1 3 1 i 3 1 1 3 2 t 3 2 1 3 2 1 3 2 t 4 2 g' Stumbled Cottage 26.517-33.207 2 3 1 2 3 1 2 3 2 2 4 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 1 2 4 2 2 4 2 2 5 2 2 4 2 2 4 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Equal-Ike 23.517-26.516 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 4 3 2 4 3 2 4 3 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 m Custom Size 20.517-23.516 3 2 1 3 2 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 2 1 3 2 1 3 3 2 3 3 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 2 2 3 2 2 g 49.625 .landed Pmwew 17.517-20.516 3 2 1 3 2 t 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 3 2 i 3 2 1 3 3 2 3 3 2 3 3 3 3 3 3 3 3 3 3 2 t 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 14.517-17.516 3 2 —1]1- 2 1 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 12.517-14.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 4 2 3 4 2 3 3 2 3 3 2 i 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Shortest 11.377-12.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 4 2 3 4 2 3 4 2 3 3 2 1 3 2 i 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Tallest 36.517-41.644 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 5 2 2 5 2 2 4 1 2 4 / 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 Standad Cottage 31,517-W.516 3 3 1 3 3 1 3 3 2 3 d 2 3 4 2 3 d 2 3 4 2 3 3 1 3 3 1 3 4 2 3 4 2 3 5 3 3 4 3 3 4 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 EquaHhe 26.517-31.516 3 3 1 3 3 1 3 3 2 3 d 2 3 d 2 3 3 2 3 3 2 3 3 1 3 3 1 3 4 2 3 4 2 3 4 3 3 4 3 3 4 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 —Stranded Pmwew 23.517-26.516 3 3 1 3 3 t 3 3 2 3 3 2 3 3 2 3 3 3 3 3 3 3 3 1 3 3 1 3 3 2 3 3 2 4 4 3 3 3 3 3 3 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 31 2 62 Custom Size 20.517-23.516 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 3 2 i 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 17.517-20.516 3 2 1 3 2 1 3 2 2 3 2 2 3 T 2 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 3 3 4 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 14,517-17.516 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 d 2 3 4 2 1 4 2 1 d 2 2 4 2 2 4 2 2 4 2 2 d 2 2 Custom Size 13.017-14.516 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 d 2 3 4 2 1 4 1 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 d 2 i 4 2 1 4 2 2 4 2 2 d 2 2 4 2 2 4 2 2 Shortest 11.864-13.016 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 t 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 Tallest 39,517-41.644 3 4 1 3 4 i 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 5 3 3 4 3 Custom Size 38,517-39,516 3 4 i 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 3 3 4 3 3 4 i 3 4 i 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 Equaplke 35.517-38.516 3 3 i 3 3 1 3 3 2 3 4 2 3 d 2 3 4 2 3 4 2 3 3 1 3 3 1 3 d 2 3 4 2 3 4 3 3 4 3 3 4 75 Custom Size 3T.517-35.516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 d 2 3 4 2 3 4 3 3 4 3 3 3 1 3 3 i 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 .landed Pmwes, 29.517-32.516 3 3 1 3 3 1 3 3 2 3 3 T 3 3 2 3 3 2 3 3 2 3 3 t 3 3 1 3 3 2 3 3 2 3 3 2 4 4 3 3 3 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Slze 26.517-25,516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 4 3 2 4 3 2 d 3 2 4 3 2 4 3 2 Shortest 25.516-26.516 4 3 1 d 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 4 3 2 d 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 EquaHhe 38.517-41.644 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 9 2 3 4 2 3 4 2 3 4 3 3 4 3 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 B4 Custom Size 35,517-38.516 4 3 1 4 3 i 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 d 2 4 4 3 4 3 1 4 3 1 4 3 2 4 3 2 d 3 2 4 3 2 4 3 2 Standad Proves, 33.818-35.516 4 3 i 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 4 3 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 91.78 Tallest 7 -41.644 1 4 1 4 i 11 4 1 4 1 1 1 4 1 4 1 2 1 4 4 2 d 4 2 4 4 2 4 4 2 4 4 1 4 14 1 4 4 2 d 4 SEE TABLE 5,SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TABLE. "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 'f PEVISTD ns er;nlnyir�,,wi-',h the mccti'c2a T 43£nMmg Cade flJ�D YJ.V t.ec:lsiRu!,4 2 / Revision: xa a.alturc tic '�tcENSF 1 CHANGES THIS SHEET. N1« 3l a cm NOTES: * . No. 58705 1)USE THE ABOVE 'ANCHOR QUANTITIES REQUIRED........ TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. _ Description: Drown By. 2)USE THE ABOVE "MAX.ANCHOR O.C.SPACING............ TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. � ls .A�TEO p LY Z 1070 TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE J ROSOWSKI ! '. N.VENICE,FL 34275 3)FRAME DIMENSIONS ARE BUCK."MR"=MEETING RAIL. T �: Title: Date: �° '•F�OR1DP•-� ��.` �&'t�o-1600 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. �v GT 1146 GHrezot7 /ANAL E?�`\ rGRIGHTS RESERVE Series/Model: Scale: Sheet: Drawing No. Rev: 5)REFER TO TABLES 2&3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A.LVNItJ fvtyLL0R`P.E. AURlarrfSResEIxvED SH-5400 NTS 9 OF 12 MD-SH5400-01 B P.E.#58705 CERT.OF ALI #29298 3.500" - 3.500" 3.500" 3.500" �- .062" .062" -►- .062" .062" as 1.483" as 1.483" as 1.483" Ej s 1.483" .070' 0 0 0 0 .625" J-CHANNEL FRAME .625 FLANGE FRAME FIN FRAME EQUAL LEG FRAME �I , 185 -�- t 1.375' O HEAD/JAMB O HEAD/JAMB 1.375 O HEAD/JAMB O HEAD/JAMB LIGHT SASH T 23 REINFORCEMENT 070" �- 1.182" 3.483" �{ 3.483" i .070" 3.483" ►{ 3.483" � JJJ___ .062" .062" -►�Ef .062" D ��- .062" .791" 1.036" 1.041" D - T 1 � .130„ 2.444" 2.444" 2.444" Q -}� 1.331" ��- 1.340" as as aa�� 2.444 STANDARD HD MEETING RAIL 26 MEETING RAIL 27 REINFORCEMENT REINFORCEMENT 0 .625" J-CHANNEL .625 FLANGE 1.375" O FIN FRAMERAMS O FEQUALLEG RAME SILL 1.375' O FRAME SILL T� O FRAME SILL 7 8 1.872" --�{ � 1.641" -�I 1.215" 2.100" I kl.472" 1.565".0 065"�7E,.375" 974" 590" J 471" .590" .347' 355" ����� .050" .050"035" .070"1.231" �- � 1.000" (�- 1 .060�SASH STOP� 070 14 / LIFT RAIL LIFT RAIL BEVELED BEVELED MEETING RAIL ,6 SASH RAIL 17 COVERFIXED 18 SCREW OVER 19I INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER 5 Rti.iDUCT REVISF.D x,e�:rxap3ylas5 wiEdS are'r"9e ` ANY LYNN Revision: Ooze y- asa" .301 .316" .300° „ � N,%C58705�il`?� NO CHANGES THIS SHEET. 4. ,N .754 .035" �f� .025" (( _ Description: Drown By: O O EXTRUDED O ROLLED �' 1 '• �� N.VET CE,FOLOGY6DRIVE WINDOW EXTRUSIONS J ROSOWSKI 73 IG BEAD 80 81 % 0 ST TE O SCREEN FRAME SCREEN FRAME .(� R �(/I Title: Date: 7 s .,�ORID?. '' ��; c�,�a6o-,soo SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 `S70NAL ENG`�\ COMtGNT®eon /i I �� PGT INDUSTRIES,INC. Series/Model: Scale: Sheet: DfO o Rev: A.LYNNItv11��ER,P.E. ALL RIGHTS RESERVED SH-5400 NTS 10 OF 12 � M'Dg-%c"H540001 B P.E.#58705 CERT.OF AUTH.#29296 TABLE& TABLE 8,CONT.: SILICONE HOT-MELT BUTYL Bill of Material Bill of Material, cont. STRUCTURAL SILICONE # Part# Description Material If Part# Description Material STRUCTURAL 1/4"NOM. FOAM 3/16"NOM, 1 620101 Single Hung Frame Head&Jambs -J-Channel PVC 45 720197 Auto Lock Mechanism C Steel P WITH DESICCANT WITH 2 620102 Single Hung Frame Head & Jambs - Flange PVC 46 720198&9 Sweep Lock Cast Znc WITH DESICCANT DESICCANT 3 620103 Single Hung Frame Head &Jambs - Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Znc EXT.GLASS EXT. GLASS 4 620104 Single Hung Frame Head& Jambs - Equal Leg/Box PVC 48 76X1180PTX #6 x 1-118" Ph, FH SDS (Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill -J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Znc 6 620106 SH/DH Frame Sill -Flange PVC 50 76X34PPA #6 x 3/4" PH. PH SDS (Keeper Screw) SS 7 620107 SH1DH Frame Sill -Fin PVC 51 420181 UR Beveled Tilt Latch Corner Key PVC INT. GLASS INT.GLASS 8 620108 SH/DH Frame Sill -Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Corner Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4" Ph. FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rail (Sides, Top& Bottom) PVC 54 420183 Tilt Latch PVC 76 4SG TPS 77 SPACER® NXTTM 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover g6063T6 56 720207 1"Tift Latch Spring SS 19 620156 Pull Rail Interlock Al 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cover 58 720192 Metal Tilt Latch Finger Pull Cast Znc REINFORCEMENT POLYISO- DESICCANT FILL AREA 21 620157 Beveled Interlock 59 420180 Pivot Bar Comer Key PVC BUTYLENE 5116"NOM. 22 620145 Beveled Interlock Cover 60 720206 Pivot Bar SS 5/16"NOM. SEAL 23 620150 Light Sash Reinforcement 63 720191 Sash Pull Handle Cast Znc BUTYL& SILICONE SEAL 9DESICCANT ROLL-FORMED 26 620153 Standard Meeting Rail Reinforcement 64 720194 Sash Pull Handle With Latch Assembly Cast Znc FOAM STAINLESS STEEL 27 620154 HD Meeting Rail Reinforcement 6005 T5 All 65 7834FPT #8 x 3/4" Ph. FH SDS (Pull Handle Screw ) SS EXT. GLASS 30 61644 Weatherstrip, .187" x .270" Fin Pile 66 420188 Bottom Latch Strike Plate Cast Znc EXT.GLASS 31 6Q300 Weatherstrip, .190" x .300" Foam Bulb Flex PVC 67 7858B #8 x 5/8" Ph. FH SMS (Strike Plate Screw) SS 32 61719 Weatherstrip, .187" x .220" PolyPile 73 720136 I.G. Bead PVC 33 61825 Weatherstrip Plug, .220" Finseal 74 Back bedding, GE 7700 or Dow 791 Silicone INT. GLASS INT. GLASS 35 78X1MTFT #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 75 71646N Setting Block (7/8" x 1"x 118"), 85 +/-5 duro. EPDM 36 78X3THPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 410 SS 80 61012 Extruded Screen Frame Alum DURASEAL® XL EDGET" 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 1 81 61011 Roll-Formed Screen Frame Alum 7s 7s 38 720210 Weep Hole Cover PVC 82 7CKGLB21 Screen Comer Key for Extruded Frame PVC SPACER SPACER 40 720)0000( 1Constant Force Balance 83 47042 Screen Corner Key with Pull Ring PVC 41 #8 x 3/4" Ph. FH SMS (Con. Force Balance Screw) SS 84 47041 Screen Comer Key without Pull Ring PVC 42 Spiral Balance 85 7CASPM Tension Spring SS 43 720205 Spiral Balance Shoe Nylon 86 61816C48 Screen Cloth Fiberglass 44 78X114FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) 410 SS 87 61635/61614 .140" Screen Spline (Machine/Hand Rolled) Vinyl Part# Description Material >V.0 [;CT REVISED 76 Kommeding 4SG TPS Spacer System fa11�'M'Mg Super Spacer nXT with Hot Melt Butyl See this 77 Quanex Su 1ate 78 Quanex Duraseal Spacer O p p y Sheet for .� NY LYN �, Rev a; en: uua N NO CHANGES THIS SHEET. . Materials \\ vICENSF'•�t'�'�i e.r =1cEG , 79 Cardinal xL Edge Spacer 4 REFERENCE TEST REPORTS: FTL-8717,8968&8970 _ * No. 58705 Description: Drown By: _-;q . /� . 1070 TECHNOLOGY DRIVE BILL OF MATERIAL (BOM) J ROSOWSKI 0 ST TE O (V N.vENICE,FL 34275 'tORIDp`.•'• \�� (941y480-1600 Title: Date: NOTES: i�. . '......•'GNG�� COPYRIGHT va„7 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 ,7///ONA(" `��\\ \ Seriea/Model: Srnle: Sheet: Drowing No. Rev. �;11 1 1 11\ ALL RIGHTS IERESERVED 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. A.LYNN MILLER,P.E. SH-5400 NTS 11 OF 12 Min-SH5400-01 B 2)ITEMS#9-13, 15,24,25,28,29,34,39,61,62, &68-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P.E.#58705 CERT.OF AUTH.#2929B OPT.SWEEP LOCK O 46 48 OPT.AUTO LOCK 18 47 20 57 OR 58 qg 85 O 51 OR 52 0 45 1 55 � e 6 O OPT.PULL RAIL - 22 82 OR 84 19 INTERLOCK& ' COVER 55 ® ', O 87 a 86 b 35 OPT. BEVELED 1 MITERED FRAME WITH 21 INTERLOCK INTERIOR AND EXTERIOR 16 '® &COVER FRAME WELDS O 18 54 73 X4 73 X4 16 53 - 50 80 OR 81 d 44 ..---- - 0 14 �NOE - �• - , , � SCREEN 60 OPT.PULL HANDLE ASSEMBLY 49 Q 64 WITH LATCH DETAILS 41 A0 CONSTANT FORCE 65 16 82 OR 83 BALANCE �- _-__�- V OR �' OPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANDLE aA 63 67 1 16 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR j Ate\ FRAME WELDS 37 ASSEMBLY 66 - 36 DETAILS EXTERIOR 53 59 ` ---- - A - � D;JC"e"32F:V33EFi 5 __ ACHES T- BALANCE 53 Comp6ppg va A dw Fkw - -- FRAME - --- — 5 e.atwnDA' ``ANY LYN/V wig Revision: ASSEMBLY ® Cr '�1GENSFM�C� kirad& me of NO CHANGES THIS SHEET. DETAILS * No. 58705 �` - Description: Drawn By., —� / �= 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI EXTERIOR v :• 44/ N.VENICE,FL 34275 Date: NOTES: ���•. 5 ATE F �\ Title: �F •F<ORIOP.• Q�; (941)480-1600 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. iss� •" NG��� COPYRiGHT02017 2)J-CHANNEL FRAME SHOWN,PARTS#1 &5.OTHER FRAME TYPES APPLY. v7rr 0NIA1 L ����� PST INDUSTRIES,INC. Series Model: Scale: Sheet: �DrMowDlng-SI-15400-01 No. Rev: 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. A.LYFNq MILLER\P.E. ALL RIGHTS RESERVED 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P.E.#58705 CERT.OF AUTH.#29296 SH-5400 NTS 12 OF 12 B