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HomeMy WebLinkAbout5500 SH - NOA 17-0630.05 MIAMI- ADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 .SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHD). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled"Single Hung Window Installation- LM", sheets 1 through 13 of 13, dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this 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. gl4T'�nt "a r NOA No. 17-0630.05 MIAM4DAOE coUNrr Expiration Date: July 30,2020 "'9 �R Approval Date: November 30,2017 to 120/ (rp Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 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. 16-0714.03) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 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 9.0 Manuel 1perez, P.E. Product Contro , Diner NOA No. 17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E- 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) I Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5t" Edition (2014) and FBC 6" Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.03) G. OTHERS 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVC Single Hung Window- L.M.I. approved on 08/18/16 anzpiring on 07/30/20. 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 ANCHORAGE EXAMPLE FOR 28-1/8"MAX.O.C. 21-5/8" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING FOR ARCH-TOP f 54"MAX. BUCK WIDTH MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE RADIUS-TOP _ HEADER(SIM.FOR ALL 12"MAX.FROM LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT HEADER(SIM. FRAME SEAM _�� 12 MAX. / WINDOW TYPES) FOR ALL -1 30" _ WINDOW TYPES) B,SEE MAX.O.C. / 0" 52-1/8"MAX.BUCK WIDTH _ SHEET 3 10"MAX.FROM SEE SHEETS A,SEE - T-1 FRAME SEAM i- 8&9 �.,-- 12"MAX FIXED VISIBLE l----�B,SEE 30"MAX.O.C. � SHEET 3+ j 12"MAX. D,SEE SHEET3 , 1 LIGHT WIDTH - SHEET4 ° A,SEE MAX. SHEET3 B,SEE ---`f 30"MAX.O.C.-►{�12"MAX. C,SEE �_ 12" SHEET 3 -� SHEET3 I � FIXED SHEET 4i I,I EQUALLY / VISIBLE A,SEE r I� EQUALLY / 17-7/8"MAX.O.C. 91.78" ESPACEY / 17-7/8"MAX.O.C. / SPACED LIGHT 17-7/8' MAX.O.C. 12 MAX ANCHORS PER HEIGHT ANCHORS PER TABLES 9-11 TABLES 9-11 j MAX. ANCHORS PER Q j 84 O 84" O jl BUCK TABLES 9-11 - 62" O BUCK \\\ MAX. HEIGHT -� MAX �— HEIGHT BUCK ° AS SHOWN X 4 10"MAX.O.C. BUCK HEIG T x I 10"MAX.O.C. X 10"MAX.IO.C. HEIGHT ° X I Q (91'78" - j j •L-iL i o MAX.) L_ j �----1 -_ j 111 ---- --/._.--- .� / SASH , 1 1 / 13-3/4"MAX.O.C. EQUALLY //y 1 13-3/4"MAX.O.C. EQUALLY I j 3-3/4"MAX.O.C. EQUALLY IL- - _-_ - / SPACED / I SPACED j VISIBLE ' SPACED -- -� SEE / ANCHORS PER / ANCHORS PER j LIGHT y ANCHORS PER / + SHEETS TABLES 9-11 j TABLES 9-11 / HEIGHT A TABLES 9-11 A 8&9 A 6-112"MAX. 6-1/2"MAX. 6-1/2"MAX. NO ANCHORS AT SILL ° ° J NO ANCHORS AT SILL ` __ NO ANCHORS AT SILL ` __.J •' `\ 1 D f - ° ° ° 1 1/4 ° B 54"MAX.BUCK WIDTH �I NOTCH DETAILS, B f J SASH VISIBLE B�►- 54"MAX.BUCK WIDTH -�-� NOTCH DETAILS, y SEE SILL WEEP- SEE SILL WEEP- SEE SILL WEEP- NOTCH DETAILS, r LIGHT WIDTH NOTCH DETAILS, SHEET4 SHEET3 SHEET3 SHEET3 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 4-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES................................................. 1 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. ELEVATIONS......................................................... 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS.................2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEG/BOX..... 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 DIRECTLYTO SUBSTRATE.WOOD BUCKS 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). DESIGN PRESSURES........................................... 6-7 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 ANCHOR QUANTITIES........ 8-10 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. EXTRUSION PROFILES....................................... 11 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. ASSEMBLY&PARTS LIST......__......................... 12-13 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El300. CODES/STANDARDS USED: B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El300. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 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 NOT BEEN •ASTM E1300-09 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 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. *ALUMINUM DESIGN MANUAL,ADM-2015 PROi3E.C':o-2L"TISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •AISI S100-12 "'rc� sls!piesx:' °S`t6 F 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 •AISC 360-10 t�.cal Cow Wz Acceg:iea SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM IQN UAL ae Pao /?® " '� 7 Revision: fx ca Oe LYN�y�11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. �\\ �7 �Or1Y �.,�� B` USER INSTRUCTIONS: 1,10EN$F'•.C� UPDATED TO FBC 2017. - JR - h , n1i ahfo€uxC;<4 . F ' 06/06/17 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. NO. 58705 '• 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN = _ *I Description: Drawn By: PRESSURE FROM TABLES 4-8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW -Q OPENING OBTAINED IN STEP 1. �� .. �„ � - ..' �� 1070 TECHNOLOGY DRIVE GENERAL NOTES & ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR ;O S TE � N.VENICE,FL 34275 �/ Title: Dote: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. i F '•.F<ORIDP.•'•` \�� (�1)-480-1600 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. '�i `SS `G�\\ COPYFUGHT02017 ZONAL E��\ PGT INDUSTRIES,INC. Series/Model: Scale: Sheet: Drawing No. Rev., NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.LYNN Iu{ILLER,P.E. ALL RIGHTS RESERVED SH-5500 NTS 1 OF 13 M D-SH5500-01 B INTEGRAL FIN OR EQUAL LEG/BOX). P.E.#58705 CERT.OF AUTH.#29296 TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Design Pressure Type Description(Listed from Exterior to Interior) Table # Sheet# Types Options Configs. Shapes Installation Options that may be used (see Fig 8) (see Table 1) (see Fig A) (see Fig C) 5 7/8" Laminated I.G.: 1/&'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 4,6 6 ....into 2X Wood Frame sheet 3, -sheet 3, option 1 Equal-Life, Square/Rect., 7 7/8" Laminated I.G.: 3/16"A Exterior Ca + 3/8" Air Space+ 5116" Laminated; 2 Lites of 1/8" A Glass with .090" PVB Intedayer 4,6 6 Flange Through the frame ....into Concrete/CMU-sheet 3, option 2 p p O Y #2 5- 16 Oriel/ProNew Arch-Top& of the window:.. 8 7/8"Laminated I.G.: 3116" T Extedor Cap+ 318"Air Space+ 5/16" Laminated; (2)Lites of 1/8"A Glass with .090" PVB Intedayer 4,6 6 ( ) & Cottage Radius-Top --through 1X Buckstrip into Concrete/CMU-sheet 3, option 3 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 ....into Metal-sheet 3, option 4 2 Lites of 118" H Glass with .090" SG Inteda er 7 7 ....into 2X Wood Frame/Buckstrip-sheet 3, option 1 10 7/8" Laminated I.G.: 1/8" T Exterior Cap+ 7/16"Air Space + 5/16" Laminated; ( ) Y Box / Equal-Cite, Square/Rect., 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 Equal-Leg 5-16 Oriel/ProNew Arch-Top& " SG Intedayer 7 7 Through the frame ....into Concrete/CMU-sheet 3, option 2 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 (#4) & Cottage Radius-Top of the window...... ....through 1X Buckstdp into Concrete/CMU-sheet 3, option 3 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 ....into Metal -sheet 3, option 4 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 Through the ....into 2X Wood Frame/Buckstrip-sheet 4, option 5 Equal-Lite, Square/Rect., integral fin...... ....into Metal -sheet 4, option 7 15 7/8" Laminated I.G.: 3116"A Exterior Cap+ 114" Air Space+ 7/16" Laminated; (2)Lites of 3/16"A Glass with .090" SG Intedayer 7 7 J-Channel #1 5-8 Ori Cottage Arch-Top& ...,into 2X Wood Frame/Buckstri sheet 4, option 6 16 7/8" Laminated I.G.: 3/16" T Exterior Cap+ 1/4"Air Space+7)16" Laminated; (2)Cites of 3/16"A Glass with.090"SG Intedayer 7 7 ( ) &Cottage Radius-Top Through the frame P- P of the window...... .,_.into Metal-sheet 4, option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ' GLASS TYPES 5,7,9, 11,13 Through the ....into 2X Wood Frame/Buckstrip-sheet 4, option 5 &15 MAY NOT BE USED IN Equal-Lite, Square/Rect., integral fin...... ,.,.into Metal-sheet 4, option 7 Min. Edge Min. Integral Fin P Group Anchor Substrate THE HVHZ ABOVE 30'. 5-8 Ori Cottage ew Arch-Top& Distance Embedment* • (#3) & Cottage Radius-Top Through the frame ....into 2X Wood Frame/Buckstrip-sheet 4, option 6 P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" of the window...... ,,,.into Metal-sheet 4, option 8 # , 8-8 S.S. Steel, A36* 3/8" 0.050" THREADS 'MIN. 3 (steel, S. Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga') Or 4100 S S.S.) BEYOND THE FIGURE A: FRAME CONFIGURATIONS FIGURE B: FRAME TYPES "A"=ANNEALED A Aluminum, 6063-T5* 3/8" 0.050" METAL O O "H"=HEAT STRENGTHENED P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" SUBSTRATE. "T"=TEMPERED 3/16" steel Ultracon Concrete (min. 2.85 ksi) 1" 1-3/8" "PVB"=.090"TROSIFOL®PVB "UNGROUTED // BY KURARAY AMERICA,INC. Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" CMU"VALUES P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" MAY BE USED "SG"_ .090"SENTRYGLAS® #12 SMS Steel, A36* 3/8" 0.050" FOR GROUTED J-CHANNEL INTEGRAL FIN INTERLAYER BY KURARAY (steel, 18-8 S.S. CMU AMERICA,INC. or 410 S.S.) Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) APPLICATIONS. O2 O4 g Aluminum, 6063-T5* 3/8" 0.063" EQUAL-LITE ORIEL COTTAGE 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" FIGURE C: FRAME SHAPES 1/4" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 1-3/8" BUCK WIDTH BUCK WIDTH BUCK WIDTH FLANGE BOX OR EQUAL-LEG Concrete (min. 2.85 ksi) 1" 1-3/4" O O ~ O -- —" 1/4" steel Ultracon — _ C Ungrouted CMU, (ASTM G90) 2-1/2" 1-1/4" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1-3/4" _ / _ / _ / Material Min. Fy Min. F" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-117 1-3/4" w w W O T Steel Screw 92 ksi 120 ksi _ 18-8 Screw 60 ksi 95 ksi Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" Y Y = Y W 0 410 Screw 90 ksi 110 ksi 1/4" w steel Creteflex / D Ungrouted CMU, (ASTM G90) 2-1/2" 1-1/4" Co O ID m Cow IDx Elco Aggre-Gator® 57 ksi 96 ksi 1/4" steel Aggre-Gator Concrete min. 3.275 ksi) 1-1/2" 1-3/8" j j 1 Elco UltraCorg 155 ksi 177 ksi Grouted CMU, (ASTM C-90) 2" 2" 1 1 1 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi RECTANGULAR RADIUS-TOP ARCH-TOP 6063-T5 Aluminum 16 ksi 22 ksi WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 36 ksi 58 ksi PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES Gr. 33 Steel Stud 33 ksi 45 ksi ��"' 'i%"1'""-S" "-'�° T `d' Min. Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10. ao-a"`•="c cede 6 Group Anchor Substrate T.rixce Distance Embedmenr \�� - IIv Revision: E 2-1/2" x .131"Common Nail P.T. Southern Pine(SG=.55) 318" 2-7/16" Y A/ ' L"'"YN l ANCHORS RE-GROUPED. ' 2-1/2" Ring-shank Roofing Nail P.T. Southern Pine(SG=.55) 3/8" 2-7/16" �C •. 1tGENSF'•.•l� P taus' cJeYseeEseac cl, P.T. Southern Pine (SG=.55) 1/2" 1-3/8" Q :' - JR - 06/06/17 #10 Trusshead SMS _ * ; No. 58705 ?nF Aluminum, 6063-T5* 3l8" 0.050" (steel, 18-8 S.S. Steel Stud, Gr. 33* 3/8" 0.0451" (18 Ga.) — = Description: Drown By: or 410 S.S.) _ F Steel, A36* 3/8" 0.050" 6 y - 1070TECHNOLOGYDRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI MIN.OF 3 S O P �•'' N.N.VENICE,FL 34275 pate: P.T. Southern Pine(SG=.55) 9/16" 1-3/8" THREADS %�n''• #12SMS i (� '•.F<ORIDP.•' \�� (�1)�olsoo SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Aluminum, 6063-T5* 3/8" 0.063" BEYOND THE (j (steel, 18-8 S.S. Steel Stud, Gr. 33" 3/8'. 0.050" METAL '�7SiS/� �C�x��` COPMIGHT02on Or 410 S.S.) SUBSTRATE. //III/INAL 11��\ qu RINDUSTRIES, RESE INC. Series/Model: Scale: Sheet: Drowing No. Rev: Steel, A36* 3/8" 0.050" A.LYNN N�ILL�R,P.E. SH-5500 NTS 2 OF 13 MD-SH5500-01 B P.E.#58705 CERT.OF AUTH.#29296 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 — EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 1/4"MAX SHIM 16 1/4"MAX SHIM �— a FRAME OR BUCKSTRIP. SASH VISIBLE 17 SEE NOTE 2,THIS SHEET. EMBEDMENT EDGE 18 LIGHT WIDTH °° ° EDGE ° D � a < ° DISTANCE FLANGE FRAME DISTANCE °° SHOWN ° e ° 44 BALANCE �1/4"MAX TYPE VARIES — - — — ---- TYP.ANCHOR SHIM TYP.ANCHOR TYPE, a 42 WITH SASH o TYP.ANCHOR TYPE, EDGE EMBEDMENTAND EDGE a WEIGHT 54 30 EMBEDMENT AND EDGE 2 I I — EMBEDMENT AND EDGE DISTANCE PER 4RRIII 31 DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, ° LJ� EDGE SUBSTRATE, 0 SEE TABLE 2,SHEET 2. SEE TABLE� 2,SHEET 2. EXTERIOR DISTANCE SEE TABLE 2,J 18 � 87 SHEET 2. m ° FIXED VISIBLE 4 FIXED 19 20 OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE LIFT RAIL 2 _ FRAME LEG/BOX LIGHT BUCK WIDTH FOR ALL WINDOWS: NOTES: SHOWN I FRAME HEIGHT SHOWN 1ANcr1oR@ass" HORIZONTAL SECTION A-A 49 48 FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE j 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND OVER 36"WIDE: DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 p ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. SCREWS @16-3/8" INSTALLATION OPTION SHOWN MAY 14 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1/4"MAX, o BOTTOM LOCKS: SHIM 410 OR 112 STEEL 1/4"MAX. BUCK Sp 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM HEIGHT SCREWS @ 8-3/8" USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 2, DQ� 30 THAN 1-1/2"THICK ARE TO BE SHEET 2. SASH CONSIDERED IX INSTALLATIONS.1X 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 86 USE EITHER OR GREATER. 1X AND 2X BUCKS OPT. 65 LATCH OR (WHEN USED)SHALL BE DESIGNED BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTERIOR 81 31 30 64 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME a LEG/BOX WEEP LOCATION:6-5/8" DESIGN AND FRAME NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OFT I E ENGINEER 0N IS THE SHOWN o SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION I� INSTALLATION g 66 ALSO REFERRED TO AS DAYLIGHT V 7'CcT%n.11✓? = `�'L-�' ry' ( OPTION 4 OPTION 4 67 OPENING)IS MEASURED FROM �„:sanstgi',t;xi4te i3te ❑ 11111 111 ANCHORED THROUGH ANCHORED THROUGH EQUAL-LEG/BOX 1/4"MAX SHIM BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL ,4`ec.t ,excA gu� FRAME SHOWN -E at;ax Date wN Revision: By .27"X 1.25" ° } NO ANCHORS �,10EN$F',%/��� i „�::am Dade'",duct c WEEPHOLE ' ° REQUIRED IN VISIBLE LIGHT FORMULAS No. 58705 � W/COVER @ 38 FLANGE OR _ 7f 2.87"FROM m EQUAL-LEG WIDTH — •°`9 -'? EACH END. ° Description:M:7�(R Drove^ �' ° FRAME SILLS @SASH:BUCK WIDTH-6-1/2" — '17 ' @ FIXED LITE:BUCK WIDTH-4-3/8" �0 �/ 4-` 1070 TECHNOLOGY DRIVE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI ST TE OF N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) %�� '•.Ft OR1DP`.••' \��� (941}480-1600 Title: Date: VERTICAL SECTION B-B BUCK HEIGHT/2 / ss/ONAL ENG��\ �GPYRGNT®zo,7 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 /1111111100\ PGT INDUSTRIES,INC. Series/Model: Scale: Sheet: Drawing No. Rev: ALL RIGHTS RESERVED A.LYNN MILLER,P.E. SH-5500 NTS 3 OF 13 MD-SH5500-01 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 2X ANCHORED THROUGH INTEGRAL FIN '... INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR f� EDGE DISTANCE NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THI ANCHORED THROUGH INTEGRAL 14- EMBEDMENT S 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. TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE D� 18 y LIGHT WIDTH 17 a FRAME DISTANCE PER SUBSTRATE, SHOWN 0 SEE TABLE 2,SHEET 2. ----- -- ---, (SCREW SHOWN) 44 BALANCE - _ -- ' O EMBEDMENT o TYPE VARIES 11/4"MAX SHIM 42 WITH SASHEDGE o TYP.ANCHOR TYPE, DISTANCE nI WEIGHT 54 30 EMBEDMENT AND EDGE 31 O � DISTANCE PER SUBSTRATE, �_ u SEE TABLE 3,SHEET 2. 18 (NAIL SHOWN) EXTERIOR 87 3 \ TYP.ANCHOR TYPE, L-I\v\ INTEGRAL EMBEDMENT AND EDGE 0 �_ FIXED VISIBLE FIN DISTANCE PER SUBSTRATE, FIXED 19 20 1 OPT.SASH TOP —�I LIGHT WIDTH FRAME SEE TABLE N SHEET 2. J LIFT RAIL J-CHANNEL 1 SHOWN (NAIL SHOWN) VISIBLE �� FRAME LIGHT NOTES: SHOWN ff9HEIGHT FOR ALL WINDOWS: 1 ANCHOR @ 3.55" BUCK WIDTH 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C O 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 OVER 36"WIDE: OF SHEET 2. FOLLOW EMBEDMENT 1/4"MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM y 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 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 �—30 FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3, D� 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 86 OR BOTTOM � 16 OR GREATER. 1X AND 2X BUCKS '.. OPT. 65 63 LOCK(SHEET 3). (WHEN USED)SHALL BE DESIGNED (2) FIN AND TESTED UNIT TO PROPERLY TRANSFER LOADS 81 31 30 LOCATION:6-5/8" INTERIORR TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED WEEP FROM SASH END. INFIELD DESIGN AND INSTALLATION IS THE NOTCHES AT 80 p RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN o o '.. EACH END. CIII NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME O 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION ? 15OPTION 8 OD ,REV, SW) OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL s ar Myang is�i7ft l INTE RAL FIN 1/ I M MAX BEADING TO BEADING. ANCHORED THROUGH r �d ng Code G �OO� SHHI 1111111 I I I11I INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED) usv n, �r 7 low. FRAME SHOWN o ♦ I T- �s+�cn r3ate ♦ i Revision: 27"X 1.25"WEEPHOLE ♦♦��O' ICEN ��( / By W/COVER @ 2.87" P=.•• 1' SF l� �9;a;rd 1adep sder. ' 38 FROM EACH END. VISIBLE LIGHT FORMULAS _ No. 58705 / TYP.ANCHOR TYPE, EMBEDMENT AND EDGE —� EDGE DISTANCE WIDTH DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6-1/2" - Description: Drown By: SEE TABLE 3,SHEET 2. �I EMBEDMENT @FIXED LITE:BUCK WIDTH-4-3/8" %�Q� , STATE OF f .4Q1 N.V NIICE FTECHNOLOGY LIL 3442 6DRIVE J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) HEIGHT(EQUAL-LITE) %�s•'•�.4ORIDP..•' ��♦N _1600 Title: Date: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCKHEIGHT/2-3-15116" '��is�ONAL LNG♦♦♦ (941�corralGHT®20t7 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN III l l 111111 PGT IHduSTRlES,Irtc. 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-550O NTS 4 OF 13 M D-SH5500-01 B P.E.#58705 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 a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 76-79 76-79 76-79 76-79 76-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7/8"NOM. � --�{ 7/8"NOM. � � 7/8"NOM. � � 7/8"NO � � 7/8"NOM. 5/16" H/H SG 5/16" H/H SG 5/16" H/H SG 7/16" A/A SG 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 1/8"T_GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS 1/8"T GLASS a EXTERIOR a EXTERIOR 10 a EXTERIOR a EXTERIOR a EXTERIOR 76-79 76-79 76-79 76-79 76-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 �{ 7/8"NOM. 7/8"NOM. 7/16"A/A SG 7/16"A/A SG 1/2"NOM.GLASS ' GLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE B 76-79 ITE TYP. 16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J-CHANNEL OR 72 74 INTEGRAL FIN FRAMES a EXTERIOR <�]EXTERIOR GLASS TYPES 5,7,9, 11,13 78_79 76-79 31 &15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 30'. PRODUCA REVISED GLASS TYPE 15 GLASS TYPE 16 a,r_,rct;i* 7-vF'• • 38 30 t swsisa% �O� aO�CENSF Revision: 3 S Cr� ri�si aari .�adsE�ei;3 e v * : No. 58705 a ° GLAZING NOTES: "A"=ANNEALED - -p = Description: Drawn By: TYP. GLAZING DETAIL "H"=HEATSTRENGTHENED -� •• 2`,Z ( 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI "T"=TEMPERED ® �Off'. STATE OF (V N.VENICE,FL 34275 Date: "PVB"=.090"TROSIFOL PVB BY KURARAY AMERICA,INC. '•.F[ORIDP,.•'• � � (941)-480.1600 Title: sG"=.090"SENTRYGLAS®BYKURARAYAMERICA,INC. s SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 SDNAL ENG �\ pCOMPJGHTE20I17 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. /1111 I I 1\ ALL RIGHTS RESERVED Series/Model: Scale: Sheet: Drawing No. Rev: CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.E.#58705 TABLE 5: TABLE 6: TABLE 4: Glarrype Bottom Sash z Glass Types Design Pressure,lbsfftz Design Pressure,Ibs/ft 5 Description for sash Height ciao types Design Pressure,ibslftz 5,6,7&6 Reinf.Level Rao9e®Window Range(n) Windrnv Buck Width(in) 6,7&6 � Height Shw.n up to 48 52.725 +65.0/-70.0 Re Mr.Level 23.5 EquaNite 11.394 +85.0 -700 +85.0 -70.0 Rant Level Rf For all window 8 sash sizes Standard Cottage 14.517-15.870 +65.0 -70.0 +65.0 -70.0 R2 For all window and sash sizes W Equal-lite 11.5B3-14.516 +0&0 -70.0 +65.0 -70.0 SEE TABLE 9,SHEET 8 FOR Standard Fromm 11.377.11.502 +85.0 -70.0 +65.0 -70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Tallest 23.517-25.286 +65.0 -70.0 +65.0 -70.0 ANCHOR GROUP AND QUANTITY. Standard Cottage 20.958-23.516 +65.0 -700 +65.0 -70.0 ST375 EqualAte 17.517-20,957 +65.0 -M0 +65.0 -70.0 Standard Proym 14.517-1T516 +65.0 -700 +65.0 -70.0 � o Shortest 11.377-3IB16 +6&0 -70.0 +65.0 -MG �-�J�O� Tallest 27.583-31.911 +65o -70.0 +85.0 -70.0 Custom sae 26.517-27.582 +65.0 -70.0 +85.0 -70.0 Standard Cottage 23.517-26.516 +65.0 -MO +65b -70.0 O HEADER 44 Equal-lite_- 20.517-23.516 +e5.0 -70.6 +65.o -70.0 HEADER Standard Fromm 17.517-20.516 +6&0 -70.0 +65.0 40.0 23 Custom size 14.517-17.516 +65.0 -70.0 +65.0 -70.0 23 ❑� Shortest 11.377-14.516 +65.0 -70.0 +65.0 40.0 ❑� D o Tallest 31 583-35211 +65.0 -70.0 +65.0 40.0 D Standard Cottage 26.517-31582 +05.0 -70.0 +65.0 -70.0 Q� Equal-lite W.517-2&516 +65c -70.0 +65.0 -70.0 Q o O MEETING RAIL 48 Standard Prodew 17.517-20.516 +65.0 -70.0 +65.0 -70.0 O � MEETING RAIL RCustom sae 14.517-17.516 +65.0 -70.0 +65.0 26 o c custom sae 12s17-14.516 +es.o -70.0 +65.0 a0.6 IIIJII 27 ° IL�JTI EXTERIOR Shortest 11.377-12.516 +65.0 -70.0 +65.0 -70.0 EXTERIOR Tallest 33,208-37.536 +65c -70.0 +65.0 -XII t�� fJD� O O Standard Cottage 2&517-W.207 +6&0 -70.0 +W0 -70.0 23 Equal-ite 23.517-25.516 +6&0 -70.0 +65o -70.0 28 JAMB m' 49825 Custom Sae 20.517-23.516 +65.0 -70.0 +W0 -70.0 JAMB I Standard P EXTERIOR SASH EXTERIOR SASH X rotiew tZ 517-20.518 +6&070.° +85.0 -70.0- Custom Sae 14517-17.516 +6&0 -70.0 +650 -70.0 HEIGHT Custom Sae 12,517-14.516 +65o -70.0 +65.0 -70.0 HEIGHT 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 Q Standard Cottage 31.517-36.516 +65.0 -70.0 +65.0 -70.0 O 23 Equal-lite 26.517-31Z16 +65.0 -Ml) +650 -70.0 23 Standard From" 23.517-26.516 +65c -70.0 +65.0 -70.0 SILL D 62 Custom Sae 20.517-23.516 +65.0 -70.0 +65.0 -70.0 SILL D Custom Sae 17.517-20.516 +65.0 -MO +65.0 -70.0 Custom Sae 1 . 17-1 .516 +65.0 -70.0 +65.0 E8.1 as Custom Sae 13.017-14.516 +85.0 -70.0 +85.0 437.3 ❑ Shortest 11 B64-13.016 +65.0 -70.0 +65.0 66.5 o Tallest 3S517-41.644 +65.0 -70.0 +65.0 -70.0 0 Custom Sae 38.517-39,516 +650 -70.0 +65.0 -70.0 Equal-life 35.517-38,516 +6&0 -70.0 +850 -70.0 75 Custom Sae 32.517-35.516 +65.0 -70.0 +65.0 -70.0 SECTION DETAIL FOR WINDOWS WITH sandatlPmdew 29.517-32.518 +65.0 -70.0 +650 -7011 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5, 6, 7 &8 Custom sae 28.517-29.518 +65.0 -70.0 +65.o 873 LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE shortest 25.516-26.516 +65.0 -70.0 +65.0 e6.5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Equai-lite 38.517-41.644 +65.0 -70.0 +fis.o -70.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 84 Custom Sae 35517-36.516 +SS0 -Jo g +65.0 .67.3 CONFIGURATIONS) _ ,,,.,,,, Standard ProWew 33.818-35.516 +65.0 -700 +65.0 -6&5 .ri�v� VS 91.78 Tallest -41.844 +65.0 -70.0 +g5.0 Ee5 as^car2TAViis8 WAft the FICIridL SEE TABLE 10,SHEET 9 FOR ANCH �j OUP AND QUANTITY. r1£� C3:ciid'r.8�arae **MIN.SASH HEIGHT=WIND M���1IC I(JHT-50.136 � c�to�r k•: �i�i.._ ,,tf� /i Revision: .. �,ICENSF'•.��� i�JiwY,:d dts64`rsatcvel * No. 58705 NOTES: - th Description: Drown By: moo •'•. S TEo � '•40� 1070TECHNOLOGYDRIVE DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. .(� F �!/� N.VENICE.FL 34275 i(� ••.,<ORIDP,.•' Title: Date: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. ASS G`� SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 i � 941 0.1600 3)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �ONAL t�N\` PcoT INDUSTRIESINC. Series/Model: Sccle: Sheet: Drowing No. Raw. THE TABLE. A.LYNN MILLER,P.E. ALL RIGHTS RESERVED SH-5500 NTS 6 OF 13 MD-SH5500-01 B P.E.#58705 CERT.OF AUTH.#29296 TABLE 7: TABLE 8: Glass type Bottom Sash z Gla%Type Bottom Sash 9-1 15dis Descri ionfor nen Sash Haight Design Pressure,IbsM DesignPressure lbslttz 2, Pt 9 9 13814 besctlplioo for given Sash Height Reinf.Leval R Hey®Window Range(in) Window Buck Width(in) saint.Level Range®Window Range(in) Wlndav Buck lM idth(in) g Height Shown uplo40 48 52.125 54 3 Height Sharon o 18 24 32 36 40 48 52125 5d ❑23.5 Equal4ite 11.384 +70.0 -110.0 +70.0 -110.0 +700 _110.0 +70.0 _110.0 23.5 Equal-0ne tt396 +70.0!-tt0.0 +70.01-tt0.0 +70.01-119,0 +70.0 -110.0 +708!-t10.0 +70.01-110.0 +70.0I-110.0 N0.0 410.0 -J Gldrltlartl Cottage 14.5t7-15.870 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70,0 -t 10.0 Stallard Cottage 14.517-15 870 +7001-11D0 +70.0 i-t,0.0 +70.01-110.0 +70.0 i-110.0 +70,oj-tt0.0 +70.01-110.0 +70.01-110.0 «70.01-010.0 28 Equal-tile 11.583-14.516 +70.0 410.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 28 Equadite 11.583-14,516 +70A!-119.0 +70.0;-t10.0 +70.p 1_1t6,0 In 01-110.0 +70.0 i-110.0 +70.01-1,0.0 +70.01-1t0.0 +70.0(-110.0 Standard Prw allow 1 t.377-t1.5B2 +70.0 -110.0 +70.0 -110.0 +70.0 -170.0 +70.0 -110.0 Standartl Proview 11.377-11,582 +70.01-110.0 +70A 1-110.0 +70.0!-M,0 +70.0 1-110.0 +70.0;-110.0 1 +70.0 1-110.0 1 +70.0 1-110.0 1 +70.0 i-110.0 ralteet 23s17-2s.266 «7o.D -ttp.o +70.0 -110.0 +7p.0 -no.q +70.0 -7to.0 raazt 23.517-Z5288 +70.0;-110.0 +7o.oi-11D.o +7o.a;-tto.o +7o.oi-rq.p +70.o'-ro.o +70.9!-110.o wo.p;-no.o +7o.D;-n9.o HEADER Standard Cottage 20.958-23.516 +70.0 -110.0 +7o.o -no.o +70,0 -,too +70.0 -110.o [*Slx�a;,�dge 20.958-23.516 +70.0�-110.o wo.o!-no.o ao.pl-no.D +7o.D;-n0.o +7o.o�-ttD.o +70.01-110.0 *70.01-110.0 NOA14t0.0 37.375 Equaf-life 17.517-20.957 +70.0 -1ID.0 +70.0 -710.0 +70.0 -/70.0 +]0.0 -709.0 37.375 17.5t7-20.957 +70.01-110.0 +70.0-110.0 +Ma;-110.11 +70.014100 +70.0(-110.0 +70.0!-110.0 +70.01-110.0 +70.0!-109.025 Stanard P1-Wvv 14.517-17,516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 _110.0 ew 14.51]-17.516 +70-0 -fl 0.0 +7TO i.110.0 +70.01-110'a +700 -tt0.0 *70.01-110.0 +70.0410.0 +70.0!-110.0 +70.0 :j%0Shortest t1.377-14.518 +70.0 -770.0 +70.0 -t70.0 +70.0 -107.0 +70.0 -103 11.3T7-t4.516 +70.0(-110.0 -MO -110.0 N0.0(-110.9 N0.01-110.0 +70.0(-tt0.0 +70.01-110.0 +70.0ig07.0 +70.01 g03.0 D Tallest 27.583-31.911 +70.0 -t 10.0 +70.0 99.0 +70.0 -93.0 +70.0 -90.0 Tallest 27.593-31.911 -MD l-110.9 +70A -110.0 +70.0!-110.O +711A!-110.0 +70.0;-110.0 +70.0 1 9g.0 +70.0 -93.0 «70.0 -9D.0 Custom Size 28.517-27.582 +70.0 -1f0.0 +70.0 -110.0 +70.0 -/10.0 770.0 -110.0 Custom Sae 26.517-2].582 N0.0.-110.0 -70.0 i_110.0 +70.0;-tt0.0 +70.01-110.0 +700-1 a.0 +70.0!-t10.0 +70.0 -1W8 170.0•-110.0 Standartl Cottage 23.517-26.516 q0.0 -110.0 +70.0 -110.0 +MO -110.0 +70.0 -110.0 Standard Code 23.517-26,516 +70.01- O � MEETING RAIL 9 110.0 N0.0 -t19.0 +70.0 -110.0 +70A;410.0 +70.01-110.0 N0.01-1/0.0 +70.0!-110.0 «70.01-110.0 44 Equal{1te 20.577-23.578 q0.0 -110.0 +70A -170.0 +70A -770.0 N0.0 -770.0 44 EquA-Ina 20.517-23.51s A09,-1t0.0 +70.0(-110.0 +70.01_t10.Q +70.0!-110.0 +7Q.0 i-110.0 »70.01-110.0 +70.01-Hoo 170.0 j-110.0 0 Standard Pranew t7.5t7-20.516 +70.0 -110.0 +700 -110.0 +70.0 -110.0 +MG -110.o Stanard Pralew 17.5t7-20.518 *70.01-110.0 +70.0 -110.0 +70.0!-11D.D +70.0 j-11tl.0 +70.01-110.0 +70.01410.0 +70.01-,10.o q0.0 i-tt0.0 Q 27 Custom Size 74.51]-77576 +]0.0 -770.0 «]0.0 -770.0 +70.0 -770.0 +70.0 -1 Mtr Custom Size 7$.577-2].516 +7Q.Oi-7i0.0 +7D.01-1,D.Q +70.Q;-770.Q p0.0i-i1tl.0 +70.0 -110.0 +7D.0?-110A +70.0(-110.0 g0.01-7/0D EXTERIOR Shortest 11.377-14.516 +]0.0 -110.0 q0.0 -110.0 +70.0 -107.0 +70.0 -103.0 Shortest 11.377-14.516 +70.0!-119.0 +70.01-110.0 +70.01-1t0.0 +70.0 -1t0.0 +T0.01-tt0.0 +70.01-,10.0 +70.01-t07.0 +79.01-t03.0 o Talent 37.593-35.977 +70.0 -110.0 +70.0 -88.0 +70.0 -93.0 +70.0 -80.0 Tallest 31.593-35.911 +70.0!-110.0 +70.0 t-}10.0 +70,0 -110.0 +70.0 -1I0 +70.01-110.0 +70.0192.0 +70.01 f3.0 +70.01 S0.0 O Standartl Caffiage 26.517-31.582 +70.0 -110.0 +70.0 -t10.0 +70.0 -110.0 +70.0 -110.0 -Standard Collage 26.517-31,582 +70.0 i-110.0 +70.0 -110.0 +70.01-110.0 +70.01-tt0.0 N6.Oi410.0 +]0.0•-1t0.0 *70.01-110.0 N0.0I-fl 0.0 JAMB 25 Equal-lira 20.5t]-26.578 +70.0 -}70.0 +70.0 -710.0 +70.0 -110.0 +70.0 410.0 Equa4de 20.517-25,516 +70.0 -110.0 +7D.0i-110.Q +70.Di-1100 +70A!-1100 +7001-1}0.0 +70.0!4}0.0 +70.0!-110.0 N0.0;-110.0 48 Standard Prwiew 1T517-20.516 +70.0 -110.0 +70.0 -110.0 +70.0 AMD +70.0 .1%0 48 Standard Prwiew 17.517-20 516 +70.0•-110.0 +70,0!-110.0 +70.0'41D.D +70.0 1-ro.p +70.0 -t10.0 R0.01-77D.0 *79.0 -110.0 +70.0 -ro.9 EXTERIOR SASH Custom Size t4.517-17.5t8 +70.0 -770.p +70.0 .770.0 +70.0 -170.0 +70.0 -170.0 Custom Size 7d.517-tZ516 +7p.0!-}10.D +70.g14t0.0 +7D0!-110.0 +70.0!-7100 +70.0!-77Q.0 +]00i-110.0 N00 -1tD.0 *70.01-110.0 Gj HEIGHT Custom Size t2.517-14.518 +70.0 -110.0 +70.0 -110.0 +70.0 -t10.0 +70.0 -t 10.0 Custom Size 12.517-14.516 +70.0 -710.0 *70.0;-t10.0 *70A 141p.9 NO.p i_110.0 q0.D 1-t10.0 +70.Oi-110.0 +70.0 -110.0 +70.0 i-110.0 Shade st t1,377-12.516 +J0.0 -170.0 +70.0 -010.0 +70.0 -170.0 +70.0 -11D.0 _ Shortest T1.377-12.5t6 +70.0•-77D.0 *7D.o1-H0.0 +70,01-110.D +700 -770.0 +1D.0 -ttO.D +70.0!-170.0 +]O.Oj-H0.0 ND.O!-1t0.0 SECTION DETAIL FOR Tallest 33.208-37.538 +70.0 -110.0 +70.0 -BB.D +70.0 -B3.0 +70.0 -90.0 `c Tallest 33.208-37.536 N0.0;-110.0 +70.0!-110.0 +70.0 -110.0 +70.0 410.0 +70.0;-t10.0 *70,01 99.0 +70.0' 93.0 -7D.O. 90.0 WINDOWS WITH i saMatlCon�e 26.517-33.207 +70.0 -nD.o no.o -nD.o no.0 - 0.0 +70.0 -1m.D i StandardCoSage 26.sn-33sD7 +7o.D -no.p +7D.o -tto.q +70.0 -110.0 +7001-t10.0 +70.0!-t10.D +xD.o -t1D.o +7D.0 -770.D +7D.D -»D.D LEVEL R3 REINFORCEMENT 25 s Equal{ite 23.517-28.518 +70.0 -110.0 +70.0 -1t0.0 +70.0 -110.0 +70.0 -11&0 � Equal-lice 23.517-26.5t6 +70.0 -1t0.0 +7D.p.-11o.0 +70.0 -110.0 +70.01-tt0.0 +70.0!-tt0.0 +70.01-t10.0 +70.01-N D.O +70.0 -110.0 a1 Custom Sae 20517-23.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -t10.0 Custom size 20.517-2357 6 +70.0 -tt0.0 +]0.91-770.0 +70.0 -ND.O N0.0 -t10.0 N001470.0 +70.0!470.0 +]0.0 -770.0 y0.0!-110.0 & GLASS TYPES 9-16 49 625 O 49.625 standard Pranew 14.517-20.516 +70.0 -110.0 +70.0 410.0 +70.0 -110.0 +70.0 -110.0 Standartl Prgnew W.517-20.5t6 N0.01-1,0.0 N0.0 i-tt0.0 +xo.o -110.0 +70.01-tt0.0 +70.0;4t0.0 +70.01-tt0.0 +70.0!-N 0.0 +]0.01-1t0.0 SILL Custom Size 1a.517-17st6 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 Custom Sae 14.517-IT516 +70.0!-tt0.0 w0.01-110.0 +70.o I-110.D *70.Oj-tt0.0 NOA1-710.0 +7o.o l-nD.o +70.01-110.0 N0.0 -110.D (REINFORCEMENTS SHOWN Cusom size 12sn-Y4sts +70.0 -110.0 +70.0 -no.o +70.0 -no.0 +70.0 -110.0 Custom size t2.517-t4st6 +7o.o!-t10.o wD.O -tto.0 +7o.01-tto.o +7o.o1-no.p +70.0!-tt9.0 +70.01-110.o wo.o -1to.o +70.0 _1%D IN FIGURES ABOVE APPLY shortest 11.377-t2.5t8 +70.0 -110.0 +70.0 -1t0.o qo.0 410.0 +70.0 -1to.0 Shodest 11.377-12,516 +70.01_ TO ALL CONFIGURATIONS) 110.0 +70.0 j-t10.0 *70A -110.0 0.0 -11 +70.0.-110di +70.0 j 410.0 *70.0)-110.0 +70.0 1-1,0.0 N 10.0 �J Tallest 36.517-41.844 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -1t0.0 Tallest 36.517-4t.fi44 +]0.01-110.D +70.0 -710.0 +70.0!-tt0.0 +7o,oj-r0.o *70.0 j-1100 +70.0 -110.0 +70.0 -110.0 +70.0j-105.7 StaMartl Cottage 3L517-36.518 *700 -1t0.0 +]0.0 -110.0 +70.0 -110.0 +70.0 -t 10.0 Stallard Corsage 31517-38.516 N0.0 -110.0 N0.01-tt0.0 *70.Oj-N0.0 NOOi410.0 +70.01-tt0.0 N0.0.-110.0 N0.0!-109.5 *70.0!403.0 Equal-lire 26.517-31.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Equal-Ills 26.517-31.516 +70.0'-1t0.0 »70.01-1W.0 -Ml)j-110.0 +70.01-tt0.0 NOA!4t0.0 N0.0,-110.0 +70.01-107.9 +70.0 -ID2.4 spndaM Prariew 23.517-26.518 +70.0 -11o.0 +70.0 -110.0 +70.0 -1t0.0 +70.0 -110-D Stanard Pralew 23.517-26.516 *70.0 -t10.o +70.0i-1t0.p +70.0!-tt0.0 +70.0 -t,0.0 N0.0 -t10.0 A0.01-t10.0 N0.0 -110.0 +70.01-t05.2 82 Custom Size 20.517-23.518 +70.0 -110.0 +70.0 -1ID.0 +70.0 -110.0 +70.0 -110A 62 Custom Sae 20.517-23.516 gD.Oj-0t0.0 +70.01-t10.9 +70.0 -110.0 +70,0!-1%0 q9.0;-tt0.0 *70.0 -110.0 +70.p 1-1tp.0 +70A -107.0 Custom Size t7.517-20.518 +70.0 -110.0 «70.0 -110.0 +70.0 -110.0 +70.0 -1100 Custom Size 17.517-20.518 NDA -tt0.0 +70.0 -tto.g +7D01-110.0 +70.0!-110,0 +70.0 410.0 *70.0!-t10.0 aD.DI-t1p.o +70.0•-109.6 Custom Size 14.517-17.516 +70.0 -110.0 +70.0 -110.0 +70.0 -t10.0 +70,0 -110.0 Custom Size 14.59-17.516 +70.01-1100 +70.01-t10.0 +70.0 -110.9 +70,0 -106.0 N0.0 -t02.6 +70.0 -t00.5 N0.0 -100.5 +700!-100.5 Custom Size 13.Ot7-14.518 TMO -110.0 +70.0 -110.0 +]D.0 -110.0 +70.0 -Iiao Custom Size 13.017-14.516 +70.0 -110.0 +70.o I-110.0 +70.0 -106.2 +70,0j400.7 N9.0 97., +70.9! 94.4 N0.0. 94.4 +70.Oi 94.d Shortest 11.864-13.016 +70,0 -1 MO +70.0 -t10.0 +70.0 -170.0 +70.0 -110,0 Shodest t1864-13.Ot8 g0.01-1100 NU.01 d10.0 N0-01492.6 »70.0! 97.0 +70.0! 93A +70.Oi 90.1 +70.01 90.0 -70.01 -90.0 Tallest 39.517-41.844 +70.0 -110.0 +70.0 -110.0 +70.0 .110.0 +70.0 A10.0 Tallest 39,517-41.6d4 +70.0 -110.0 70..01-11100.00 +7700.01--110.0 +70,01-110.0 +701-110A 71.11-110..00 ++7700..00 1--t1O0tt.75 p70..001 -98 0Custom Sae 38.517-39.518 +70.0 -110.0 +10.0 - 70.0 +70.0 -100 +70.0 -110.0 Custom Sae 38517-39.516 -70.0 -110.0 +7 + 1 .0 +70,0 -110.0 -MO!AlU 70 _110 _96.3 Equal4ite 35,517-38.516 +70.0 -110.0 +70.0 .110.0 +70.0 .110.0 11+70.0 A10,0 Equal4lle 35.517-38.516 -7D.01-110.0 »7o.0I-110.0 +70.0 1-110.0 +70,9 -110.0 +70.01-110.0 +70.0;-110.0 +70.0 -100.4 +70.01 95.0 75 Custom Size 32.5t7-35.518 +70.0 -1t0.0 +70.0 -110.0 +70.0 -110.0 +7p.0 -1tD.0 75 Customske 32.517-35.516 NO.p -1t0.0 N0.0 -1t0.0 +70.0 -tt0.0 +]0.91-t10.0 *70.0 -1t0.0 A0.0 -110.0 +70.0 -100.7 +70.01 952 Standartl Proew 29.517-32.516 MO A 10.0 +70.0 -t10.0 +70.0 -110.0 +70.0 410.0 Standartl Prwiew 29.517-32.516 +70.0 1-110.0 +70.0 -110.0 +70.0 -1u,0 +70.0 1_}1q_0 +70.0 j-110.0 +70.0 -W9.8 +70.0 j-101.6 *70.0. 96.1 Custom Size 28.517-29.516 +708 -110,0 +70.0 -110,0 +70.0 -110.0 +70.0 -110.0 Custom Size 26.517-2B516 +70.0 -110.0 +70.0 -1%0 +70.01'-107,9 +70.0•-102.4 +70.0! 98.9 *70.01 96.4 -70.0. 96.4 +70.01 -96.4 Shortest 25.516-26.576 +70.0 -110.0 +70.0 -110.0 +70.0 -1t0.0 +70.0 -110.0 Shodest 25.518-26.St8 »70.01-110.a +70.01-110.0 +70.0 -104.6 +70.0 99.1 +79.01 -9 7901 92.4 +70.0! 92.4 +70.01 -92.4 Equaldite 38,517.41.844 +70.0 -no.o +70.0 -110.0 +70.0 -1%0 +7o.p -1 m.0 Equal-lire 38.517-41.6M ao.o -n9.9 +70.0 -no.D +70.0 -tm.o +70.o 1-tto.o *7o.9;-no.o -70,0!-to9.a ao.ol grit ao.o 9tt GLASS TYPES9THROUGH 84 Custom Size 35.577-38.518 +70.0 -110.0 +70.0 -1W.0 +70.0 -110.0 +70.0 -110.0 84 Custom Size 35.517-38.5t6 +70.0 -110.0 NO.plg10.0 *70.0'-107.9 +70,01-102.4 +70.0 98.9 +70.Oj 96.4 +70.0196.4 +70.0 9t.8 16 MAY NOT BE USED WITH Standard Praaew 33.Bt8-35.516 wo.o -1 tO.o +70.0 -no.o +70.0 -no.o 1 a%0 Standartl Prwiew 33.Bt8-35.5t6 +70.0 -110.o wo.o -11o.a oz6 +70.0 9zo +70.0 93.3 ao.oi 90n +70.0 9D.o +70.0 90.0 � 16 MAY B INTEGRAL r' B7.7B Tallest " - 41t +70.0 -110.0 +70.0 -110.0 +70.0 _i%o +70.0 -1t0.0 9t.7fl Tallest °• - 4t.644 +70.0 -110.0 *70.01410.0 +70.0•- <PRODUCT REVISED 102.E +70,01 97.0 +70.0• -B3.3 »70.01 90.1 +70.0 90.0 +70.0 90.0 • FIN FRAMES „3 cap_-�Myipg W+ tl3 tale�'mda SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. 3caadgno Cat3e**MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 **MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 LLLLI I "haMiAr�epn na;d, f LYNNM�., Revietan: a;xg salyd LDat� 25 ` �. ••.� °•1/'o}ffnk[9 G�§a�i Oc'�$C:Cfie9(YO{ No. 58705 NOTES: Description: Drcwn By: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. %� 2� • �= 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI 0 STA E jr j N.VENICE,FL 34275 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. �(CS 'ct ORIDA •.•' C11v� (941)-4 1600 Title: Date: Si NG��� COPYRIGHTG20,7 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �7, AN1AL 11E��� P(3TIND!IGHT 02ES.17 ON THE TABLE. NC A.LYNN VILLER`P.E. ALL RIGHTS RESERVED Sertes/Modeh. Scale: Sheet: Orrrwing No. Rev: P.E.#58705 - CERT.OFAUTH.#29296 SH-5500 NTS 7 OF 13 MD-SH5500-01 B TABLE 9: _ __ _ FOR ANCHOR GROUP D,TABLE 10,SHEET 9 MAY BE USED. Anchor Quantities Required for Anchor Grog,A Anchor Gtwp B Anchor Group C Anchor Anchor tS'Wide 24"Wide 32-Wide 36'Wide 40'Wide 48-Wide 52-'08'WOO 1T WIce 24-Wide 3Z WWO 35'Wide 40"Wide 48'Wce 52-118"Wide 18-Wide 26"Wide 37 Wloe 36"Wide 40"Witle 48-Wide 52-te WOO Max."Into chorin"I Spacing for Group E Shop F "Through-Frame"Installation Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb JarrA Jamb Janb Jamb Jamb Jamb Jamb Jamb Jamb Jamb "Integral-Fin"Installation Glasv TYpes Bolom Sash ¢ ¢ ¢ ¢ a ¢ ¢ v ¢ ¢ ffi ¢ ¢ a ¢ ¢ ` ¢ ¢ a ¢ ¢ G ¢ ¢ a ¢ ¢ p ¢ ¢ L ¢ ¢ # ¢ ¢ a ¢ ¢ A ¢ ¢ W ¢ ¢ a ¢ ¢ A ¢ ¢ ` ¢ ¢ a ¢ m ¢ ¢ is s a g s E F f s s s a a s s zq E s s 2 g s F s s g s f s a g g s g s s g f s € 7118 Description for von sash Heigh �° 9b° $ $ i $ xg $ i 5,6, g $ 1! o $ n $ x g x $ $ n $ n $ x a $ x 7 y x a x x x e Is x g x o S a; a m o Reint Level Range @ Window Range tin) .� a '4; m R1 HeigF4 Shown ¢ m a m a m '¢ m ¢ m ¢ a co a m ¢ m ¢ m a m a m ¢ m a m ¢ m ¢ m ¢ m a m a to ¢ ¢ m 23.5 EquaHte 11.394 t 2 1 1 2 1 1 2 2 t 2 2 t 2 2 t 2 2 t 2 2 t 2 1 t 2 1 1 2 2 t 2 2 t 2 2 1 2 2 1 2 2 1 2 t 7 2 1 t 2 2 t 2 2 t 2 2 1 2 2 1 2 2 Slandartl Cpdage U 517-15.870 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 t 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 t 2 i 1 2 7 1 2 2 1 2 2 1 2 2 t 2 2 1 2 2 28 Eure 1. 11.583-14.516 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 t 2 2 1 2 2 i 2 t t 2 1 7 2 2 1 2 2 1 Z 2 1 2 2 1 2 2 Standatl Prwew 11.377-1t.582 2 2 t 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 t 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tallest 23.517-25.206 1 2 1 i 2 t 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 t 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 t 2 1 1 2 2 t 2 2 t 2 2 1 2 2 7 2 2 Standard Coleco 20.958-23.516 1 2 1 1 2 1 1 2 2 1 2 2 t 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 t 2 2 1 2 2 1 2 2 t 2 2 37.375 Equal-lue 17.517-20.957 2 2 i 2 2 t 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 t 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 t 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 SlandadPrwkw 14.517-1751fi 2 2 t 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 i 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ShMesl 11.377-14.516 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 211 2 2 1 2 2 2 2 2 2 2 2 212 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 27.583-31,911 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 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 custom Sae 26.517-Z7.582 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 t 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 t 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Standard Collage 23.517-2B.516 2 3 i 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 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 44 EW�Ige 20.517-7351fi 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 Stantlad Pmdlew V517-20.516 2 2 7 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 Custam3lze 14.517-17.516 3 2 1 3 2 t 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 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3hux[est 11.377-74.516 3 2 1 3 2 7 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 3 2 1 3 2 9 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Tallest 31.583-35,911 1 3 1 1 3 1 1 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 1 3 1 1 3 1 1 3 2 1 3 2 7 3 2 1 3 2 7 3 2 Standard Collage 26.517-31.582 2 3 i 2 3 t 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 2 3 1 2 3 t 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 EquaHge 20.5t7-M516 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 2 3 1 2 3 t 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 49 Standard Prwiew 17.517-20.516 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 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Cochin Size 14.517-IT 515 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 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 C am Size 12.517-14.516 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 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 5? Shodesl 11,377-t2576 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 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 --Tallest 33.208-37.535 1 3 i 1 3 1 1 3 2 1 3 2 t 3 2 1 3 2 1 4 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 t 3 2 7 3 1 t 3 1 7 3 2 1 3 2 t 3 2 t 3 2 1 3 2 Standard Collage 26.517-3i207 2 3 1 2 3 t 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 2 3 1 2 3 t 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 EpnaFlte 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 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 m Custom Sae 20.517-23.516 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 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 48625 StandardFraAew 17.517-20.516 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 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 $ Custom Size 14Z17-17.516 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 t 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 Colon Sae 12.517-14.516 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 Z 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 11.377-12516 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 3 2 i 3 2 i 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Tallest 35.517-41.644 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 4 2 2 4 2 2 4 1 2 d t 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 Standard Collage 31517-36.516 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 3 2 3 3 2 3 3 2 3 3 2 3 3 i 3 3 t 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 EpsFlge 26.517-31.518 [32 1 3 3 t 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 t 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 StandadPrwiew 23.517-26.516 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 3 3 1 3 3 t 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 82 Qistan Sae 20.517-23576 i 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 t 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 t 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Cuslorn Size 17S17-20,51fi 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 32 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 2Custom Sae 14.517-IT516 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2- 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2Custom Size 13.Ot7-14.516 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 t 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 1 II 2 2 4 2 22 2Shortest 11.864-13,016 1 4 2 1 d 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 d 2 22 2Tallest 39517-41.844 1 3 II t 3 d 2 3 II 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 i 3 4 2 3 4 2 3 d 2 3 4 2 3 4 2 3 d 1 3 4 1 3 4 2 3 3 4 2Custom Sae 38.517-39.516 1 3 4 7 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 4t 3 4 2 3 d 2 3 4 2 3 4 2 3 4EWa-Iqe 35S17-38516 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 4 2 3 3 1 3 3 1 3 3 Z 3 3 2 3 3 2 3 3 2 3 3 2 3 3 t 3 3 t 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 J5 Custom Size 32.517-35516 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 3 3 t 3 3 t 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Standatl Prwiew 29S17-32.516 3 3 t 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 t 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 Custom Sae 26.517-M.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 d 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 Shateo 25.518-26.516 4 3 1 4 3 t d 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 t 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 3 2 EquaFlge 38.517-41,644 3 4 1 3 4 t 3 4 2 3 4 2 3 d 2 3 d 2 3 4 3 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 t 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 84 som Size 35.517-38.516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 4 3 d 3 1 4 3 t 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 d 3 1 4 3 'I 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 Cu Standard PmAew 33.818-35516 4 3 1 4 3 1 4 3 2 4 3 2 d 3 2 4 1 3 2 4 1 3 3 4 3 i d 3 t 4 3 2 A 3 2 4 3 2 4 1 3 1 2 1 4 1 3 2 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 91.76 Tweet "-4t.fi44 4 4 1 4 4 1 4 4 2 4 4 2 4 4 2 4 4 2 4 4 3 1 4 4 1 4 1 4 1 1 4 1 4 1 2 4 1 4 1 2 4 1 4 1 2 1 4 141 2 16 4 2 4 4 7 4 4 7 4 4 2 4 4 2 4 4 2 4 4 2 4 4 2 uIRgjDUCF SEE TABLE 4,SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. ss-a;dapp°guest;4rd;l*2S-an&•a *' de MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 rc5nsidaaP,C� LYNIy / _� Revision: E; i€at n r3,L . By � '�� •. •/�� � Pvi;..n; aeEr€'p+t>ru;1€.z aai�'as' •.• �10ENgF'•.C�� ' NOTES: ••.� No. 58705 ' 1)USE THE ABOVE ANCHOR QUANTITIES REQUIRED............ TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. = * ' * ® Description: Drawn By: -MAX2)USE THE ABOVE ANCHOR O.C. SPACING............ 1070TECHNOLOGYDRNE TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. •L+L ANCHOR HOR QUANTITY TABLE J ROSOWSKI %AO ••. S ATE O N.VENICE.FL 34275 3)FRAME DIMENSIONS ARE BUCK."MR"=MEETING RAIL. % R �.� (941}480-1600 Title: Date: %� '•.,ZORIOP•.•' SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. //,S�ONAL1 `G\\ PCOINDUSTT0 017 NC. $cries/Model: Scale: Sheet: Drawing No. Rer. 5)REFER TO TABLES 2&3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A.LYNt�UILL ,P.E. ALL RIGHTS RESERVED P.E.#58705 CERT.OFAUTH.#29296 SH-5500 NTS 8 OF 13 MD-SH5500-01 B TABLE 10: -- Anchor Ouemhles R4!qullea for ArM1a Group B Arxflu Grcup C Anchor Group D Anchor 18-Witte Wide 37 Wide 35WIda 40-Wide A8-Witle 52-1f8'Wbe 181Wide 24.Wile 37Wide ww1de 4PW1de 48'Wide 52-V8'Wide t8'Wide 24-Witte 32'Wide 36 Wide WWIde 48'Wltle 52-118'Wide Max.Anchor O.C.Spacing for GmupF "Through-Freme"Installai Jamb Jamb Janb Jamb Jamb Jamb Jams Jamb Jame Jarro Jarto Jamb Jxnb Jamb Jamb .lamb Jarro Jamb ,1tmb JarrD Jamb "Integra l•Fin"NS181Wtion a• GNssTYPes BaBom Sash a s b a m b a a a a a b m m b o a b M w b s g b m m b a a le a z is Tm b £ w b o w Ia a ¢ Iu a s b a m Is o m b m a b m a b m m b78BDarytlonbrgumashv a s a > i a a g a RNt Level ftarge WiMav Range On7 o = x o4008 '41 8 -a 8¢ 'd 3a e B Is a$ a 8 38R2 FMAgM Shonn ¢ m '¢ m `a m ¢ m m a m `ama m '¢ m m '¢ m ¢ m 'a 235 Epul-he 11.394 1 2 t t 2 1 t 2 2 1 2 2 1 2 2 t 2 2 t 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 t 2 2 1 2 t 1 2 1 1 2 2 1 2 2 t 2 2 1 2 2 t 2 2 Slandaid Cottage 14.517-15.870 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 t 1 2 2 1 2 2 1 2 2 1. 2 2 1 2 2 1 2 1 1 2 1 t 2 2 t 2 2 t 2 2 1 2 2 1 2 2 28 EWaFhe fl.583-14.5t8 1 2 1 t 2 1 1 2 2 1 2 2 1 2 2 t 2 2 1 2 2 1 2 1 1 2 t 1 2 2 1 2 2 1 2 2 1 2 2 t 2 2 1 2 7 t 2 t 1 2 2 7 2 2 t 2 2 1 2 2 7 2 2 StandwdPralev 11.377-11.5B2 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 23517-25288 1 2 1 1 2 1 1 2 2 1 2 2 t 2 2 1 2 2 1 2 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 2 2 t 2 2 t 2 2 t 2 2 Staltlad Collage 20958-23.516 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 3 2 t 2 1 t 2 1 1 2 2 t 2 2 t 2 2 1 2 2 1 2 2 37.375 Egml-Ite 17,517-20.957 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 Standard ProAea 14.517-17,516 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 Shodest 11.377-14.516 2 2 t 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 t 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 2T583-31.911 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 t 3 2 1 3 1 1 3 t t 3 2 1 3 2 7 3 2 1 3 2 t 3 2 oetom Size 26517-Z7.582 2 3 t 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 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Standard Cottage 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 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 Egoathe 205t7-7J.St6 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 3 2 2 2 t 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SimowdProAew 17.517-20.516 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 Custom Size 14,617-17,516 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 3 2 1 3 2 t 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 ShGreat 1UR-14.516 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 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Tallest 31.513-35.911 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 t 4 2 1 3 1 t 3 t 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 Standard Cottage 25..517-31.582 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 2 3 t 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 EaaNte 20.5t7-26.St6 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 t 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 t 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 48 Slandxd Pralew 17.5t7-20.516 3 2 t 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 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 1d517-IT516 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 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 C am Size 12517-14.516 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 3 2 t 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Shodest 11.311-12576 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 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 >= Tallest 33208-37.536 1 3 1 1 3 1 t 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 4 2 1 3 1 1 3 1 1 3 2 7 3 2 t 3 2 1 3 2 t 3 2 r Slandartl Cottage 265t7-33Z17 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 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 .i Epelite 23517-26.516 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 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 m' Custom Size X517-23.515 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 t 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 49.625 Standard Prodew 17.517-20516 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 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Cmtam Sue 14.517-17.516 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 t 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 Qatom Size 12517-14.516 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 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Stwdesl 11.377-12516 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 3 3 2 t 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Tallest 36517-41.644 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 4 2 2 4 2 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 Standard Collage 3t.5T7-36.516 3 3 1 9 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 4 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 EgtpFite 26.5t7-31518 3 3 t 3 3 i 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 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 S[aidatl ProAea 235t7-26.516 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 3 2 3 3 2 3 3 2 3 3 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 62 Custom S@e �517-23.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 t 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 3 2 1 3 2 t 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 oM,om Size 17.517-�.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2. 3 2 2 3 2 2 3 2 t 3 2 t 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 1 3 2 t 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 oatem Blze t4.5t7-17.5t6 4 2 t 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 A 2 3 4 2 t 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 C4stan Slze 13017-14.516 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 Shodest IIA54-13.016 4 2 t 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 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 Tallest 3S517-41.644 3 4 1 3 4 1 3 4 2 3 4 2 3 d 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 d 1 3 4 2 3 d 2 3 4 2 3 4 2 3 b 2 Cuslam Size 38.517-M.516 3 d 1 3 d 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 d 2 3 4 t 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 Equal-Ite 35.517-38.516 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 3 2 3 3 2 3 b 2 3 4 3 3 3 t 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 75 Custom Size 32.517-35.516 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 3 2 3 3 2 3 3 2 3 4 3 3 3 t 3 3 t 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 SYwn adPra4ew 29.517-32,516 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 t 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Guawnsize 26517-29.516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 d 3 2 d 3 2 4 3 1 4 3 t b 3 2 4 3 2 4 3 2 4 3 2 4 3 3 d 3 t 4 3 t 4 3 2 4 3 2 d 3 2 b 3 2 d 3 2 ShodeA5t8-26.516 4 3 1 4 3 7 4 3 2 4 3 2 d 3 2 4 3 2 4 3 2 4 3 t 4 3 1 4 3 2 4 3 2 6 3 2 4 3 2 4 3 3 d 3 t 4 3 1 4 3 2 d 3 2 4 3 2 4 3 2 d 3 2 EouaNte 385t7-61.844 3 4 1 3 4 t 3 4 2 3 4 2 3 4 2 3 4 2 3 d 2 3 4 1 3 4 t 3 4 2 3 d 2 3 4 2 3 4 2 3 4 3 3 4 t 3 4 1 3 4 2 3 4 2 3 d 2 3 4 2 3 4 2 84 oistom5¢e 35.517-38516 4 3 1 4 3 t 4 3 2 8 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 t 4 3 2 4 3 2 4 3 2 4 4 2 4 4 3 4 3 t 4 3 1 8 3 2 4 3 2 4 3 2 4 3 2 4 3 2 Standard Prates 33.818-35.516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 d 3 2 4 3 2 4 3 2 4 3 2 4 d 3 4 3 7 4 3 1 4 3 2 4 3 2 4 3 2 d 3 2 b 3 2 9t78 Tallest -bt.864 4 d t 4 4 7 4 4 2 d d 2 4 6 2 4 6 2 4 4 2 4 4 1 4 4 t d 4 2 4 d 2 4 4 2 4 4 2 4 4 3 4 4 7 4 4 1 d d 2 4 4 2 4 d 2 4 4 2 4 8 2 I'Y G77UC'a.'REVi8Ci0 SEE TABLES 5&6,SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. 3s C-94yirq with sn:e a�&s;aidg "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 Su,dcF7ag L'�+Je '—">Ls31T9M«Mt IJ:its; _ 4 0 Rev;aion: v -y q�. 8 y,ICENs •'Y/j� : M14areet sae#�p-'.;d`Ee!GKvtm;i NOTES: zy : No. 58705 =_ 1)USE THE ABOVE 'ANCHOR QUANTITIES REQUIRED.........." TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. _ *= De scr;pt;on: Drown By: - 2)USE THE ABOVE "MAX.ANCHOR O.C. SPACING.........." TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 1 Z 1070 TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE J ROSOWSKI O S TE O ��� N.VENICE,FL 34275 Date: 3)FRAME DIMENSIONS ARE BUCK."MR"=MEETING RAIL. �'� Ae r (V (941)480.1600 Title: �s'••.�ORIDP,.•' ��� SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ���s/� ��`1G��� p IluKT0 17 NAL `\ SerfealModel: Scale: Sheet: Drawing No. Rev: 5)REFER TO TABLES 2&3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A.I-MO 11-i-W,tP.E. ALl-RIGHT8RESERVED SH-5500 NTS 9 OF 13 MD-SH5500-01 I B P.E.#58705 CERT.OF AUTH.#29296 TABLE 11: Anchor Group B I Anchor Group I Anchor Group Anchor quantities Required for "Through-Flame"Installation 2d°Wide 32"Wide 36"Wide 40"Wide 48"Wtle 52-t18"Wtle 54"Wide 24'Wide 32"Wtle 36"Wide dp'Wide 48'Witle 52-1/8"Witle 54"Witle 24'Wme 32"Wide 36"Witle 40"Witle 48'Wde 52-1/8'Wide 4 Wide ' GLASS TYPES 9 THROUGH Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb was ryvea Bmtam sash m rc 5 m rc rc rc a rc o: m rc rc a m a o: m rc z a rc o: rc m m m 6 a o: m rc S m rc a: rc a' r4 a m d: i rc m 16 MAY NOT BE USED WITH 9-te Description br9iw;n sash Heght ' dc w $ w or w s g s s g J-CHANNEL OR INTEGRAL g S $ $ 8 >e $ $ FIN FRAMES Raid.Level Raage�Wlndow Rape(In) S S S y z d z S z S y s S s S S s S S y z S S S d S b y 8 b 3 S g R3 Height Shown '¢ m 'a m m o no a m �¢ m a¢ m m 'a m ¢ ¢ m 'a m 'a m '¢ m ¢ m m '¢ m m m 23.5 EqueHite ll.394 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Standard Cottage 14,517-15.870 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 1 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 3 2 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 t 2 2 1 2 2 28 Egual4ite 11.553-14.516 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 1 2 1 t 2 2 1 2 2 1 2 2 2 2 2 2 3 2 2 3 2 / 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 StentleN ProNex 11.377-11.582 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tallest 23.517-25.2M 1 2 1 1 2 2 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 1 2 1 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 1 4 2 1 2 1 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 3 2 SfaritleN Cottage 20.958-23.51fi 1 2 1 1 2 2 1 2 2 1 3 2 1 3 2 2 3 2 2 3 2 1 2 1 1 2 2 1 3 2 1 3 2 2 3 2 2 4 2 2 4 2 1 2 1 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 3 2 3].3]5 Equaldite 1].51]-20.957 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 3 2 3 3 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 5lantleN4fte 14.517-17S16 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 2 1 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shortest 11.3T7-14.516 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 2 2 3 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tallest 2TM1-31.911 1 3 1 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 1 4 2 1 3 1 1 3 2 1 4 2 1 4 2V14 1 4 2 1 4 2 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2Custom Size 26.517-27.582 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 3 1 2 2 3 2 2 3 2 2 3 2 2 3 2 Standard Cottage 23.51]-26.516 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 42 2 3 1 232 3 2 2 3 2 2 4 3 2d 3 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Eguel4lte 20.51]-23.516 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 2 3 3 2 2 1 2 2 2 2 3 2 2 3 2 2 4 3 2 4 3 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 ew17.517-20.516 2 2 1 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 2 2 1 2 2 2 2 2 2 2 3 2 3 3 3 3 3 3 2 2 1 2 2 2 2 2 2 2 2 22 2 3 2 2 3 2 1451]-1].516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2Shortest 11.3T7-14.516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 i 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Tallest 31.583-35.911 1 3 1 1 3 2 1 3 2 1 4 2 1 4 2 1 4 2 1 4 2 1 3 1 1 4 2 1 4 2 1 4 2 1 5 2 1 5 2 1 5 2 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 —Standard Cottage 26.5R-3t582 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 2 2 3 2 2 4 2 2 4 2 2 5 3 2 5 3 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 EqueHite 20.517-26.516 2 3 1 2 3 2 2 3 2 2 3 2 2 3 3 2 4 3 2 0 3 2 3 1 2 3 2 2 3 2 2 3 2 3 4 3 3 4 3 3 4 3 2 3 t 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 48 Standartl Pmiew 17.517-20.$16 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 3 2 X12 $ 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 3 3 3 Custom Sae 14.517-17.516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Cuslan Sae 12.51]-14.516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 2 3 2 2 3 2 2 4 3 4 4 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Shortest 11.377-12516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 2 3 2 2 3 2 3 4 2 4 4 2 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Tallest 3&208-3].536 1 3 1 1 3 2 1 4X21 2 1 4 2 1 4 2 1 4 2 1 3 1 1 4 2 1 4 2 1 4 2 1 5 2 1 5 2 1 5 2 1 3 111 3 2 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 6tnTall Coupe nxilM517 33.207 2 3 1 2 3 2 2 3 2 2 4 2 2 4 3 2 5 3 2 3 1 2 3 2 2 4 2 2 4 2 2 5 3 2 5 3 2 5 3 2 3 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 Equal4ite 23.51]-26.516 2 3 1 2 3 2 2 3 2 2 3 2 2 4 3 2 4 3 2 3 1 2 3 2 2 3 2 2 3 2 2 4 3 3 4 3 3 d 3 2 3 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 'a Custom Size 20.517-23516 3 2 1 3 2 2 3 2 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 4 3 3 4 3 3 2 2 2 3 2 2 3 2 2 3 3 2 3 3 2 3 3 3 49.625 endatlPrz i. .517-M516 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 3 3 4 3 2 2 2 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 (adatom Sae 14.517.17.516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 4 3 4 4 3 4 32 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Custom Sae 12517-14.516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 2 3 2 2 3 2 3 0 2 3 4 3 4 4 3 4 3 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 SDOM1est 11.3T7-12516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 4 2 3 3 2 1 3 2 2 3 2 2 3 2 3 4 2 3 4 2 4 4 2 4 3 2 i 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Twont W.517 41.644 2 4 1 2 4 2 2 4 2 2 4 2 2 5 2 2 5 3 2 5 3 2 4 1 2 4 2 2 4 2 2 5 2 2 6 3 3 6 3 2 6 3 2 d 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 Simdand Cottage 31.517-36.516 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 5 3 3 5 3 3 3 1 3 4 2 3 4 2 3 4 2 3 5 3 3 5 3 3 5 3 3 3 1 3 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 4 2 Equel411e 51]-31.516 3 3 1 3 3 2 3 3 2 $42 2 3 4 3 3 4 3 3 4 3 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 5 4 3 5 4 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 3 StandaN Pm w 235W 26.516 3 3 1 3 3 2 3 3 2 2 3 3 3 3 4 3 3 4 3 3 3 1 3 3 2 3 3 2 3 3 3 4 4 3 4 4 4 4 4 4 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 3 62 Custom Size 20.517-23,516 3 2 1 3 2 2 3 2 2 2 d 3 3 4 3 3 d 3 3 3 2 1 3 2 2 3 3 2 4 3 3 4 3 3 4 4 4 4 4 4 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 3 Custom Size 17.517-20,516 3 2 1 3 2 2 3 2 2 2 4 3 3 4 3 3 4 3 4 3 2 1 3 2 2 9 2 2 4 3 3 4 3 3 5 3 4 5 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 3 3 Casten Size 14.51]-17.516 4 2 1 4 2 2 4 2 2 2 4 2 3 4 2 3 4 3 3 4 2 1 4 2 2 4 2 2 4 2 2 4 3 3 5 3 4 5 3 4 d 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 23 G45tam Sae 13.01]-14.518 4 2 1 4 2 2 4 2 2 2 4 2 3 d 2 3 4 2 3 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 5 2 4 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 Simrtest 11.864-13.016 4 2 i 4 2 2 4 2 2 2 4 2 3 4 2 3 4 2 3 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 5 2 4 d 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 Tallest 39.517-41.644 3 4 1 3 4 2 3 4 2 3 4 2 3 5 3 3 5 3 3 5 3 3 4 1 3 4 2 3 4 2 3 5 2 3 6 3 3 6 3 3 fi 3 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 3 3 4 2 Custom Size 38.51]-39.516 3 4 1 3 4 2 3 4 2 3 4 2 3 5 3 3 5 3 3 5 3 3 4 1 3 d 2 3 4 2 3 5 3 3 5 3 3 5 3 3 5 3 1 3 1 4 1 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 3 3 4 3 Equal4ite 35.51]-38.516 3 3 1 3 3 2 3 4 2 3 4 2 3 5 3 3 5 3 3 5 3 3 3 1 3 d 2 3 d 2 3 5 3 4 5 3 4 5 3 4 5 3 3 3 1 3 3 2 3 3 2 3 3 2 3 4 2 3 d 3 3 4 3 75 Casten Sae 32.51]-35.516 3 3 1 3 3 2 3 3 2 3 4 2 4 4 3 4 4 3 3 4 3 3 3 1 3 3 2 3 4 2 4 4 3 4 5 3 4 5 4 4 5 4 3 3 1 3 3 2 3 3 2 3 3 2 3 4 3 3 4 3 3 6 3 Standatl Pmdaw 29.51]-32516 3 3 1 3 3 2 3 3 2 4 3 2 4 4 3 4 4 3 4 4 3 3 3 1 3 3 2 4 4 2 4 d 3 4 5 3 4 5 4 4 5 4 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 3 3 3 3 3 Custom Size 26.517-29.516 4 3 1 4 3 2 4 3 2 4 3 2 4 3 3 4 4 3 4 4 3 4 3 1 4 3 2 4 3 2 4 3 2 4 4 3 5 4 4 5 4 4 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 3 Shortest 25.516-26.518 4 3 1 4 3 2 4 3 2 4 3 2 4 3 3 4 3 3 4 3 3 4 3 1 4 3 2 4 3 2 4 3 2 4 3 3 4 4 3 5 4 4 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 3 Equeldile 38.517-41.646 3 4 1 3 4 2 3 4 2 4 4 2 4 5 3 4 5 3 4 5 3 3 4 1 3 4 2 4 4 2 4 5 3 4 6 3 4 5 3 4 5 3 3 4 1 3 d 2 3 4 2 3 4 2 3 4 3 3 4 3 3 4 3 84 Cuadn Size WS17-38.516 4 3 1 4 3 2 4 3 2 4 4 2 4 4 3 4 5 3 4 4 3 4 3 7 4 4 2 4 1 2 4 4 2 4 5 3 5 5 4 4 5 4 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 4 3 6 4 3 S[entleN ProNew 33.816-35.516 4 3 1 4 3 2 4 3 2 4 3 2 4 d 3 4 4 3 4 4 3 4 3 1 4 3 2 4 3 2 d 4 2 4 d 3 4 4 3 5 5 4 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 _ 91.]8 Tallest -41.644 4 4 1 4 4 2 4 d 2 4 4 2 4 4 3 4 5 3 4 5 3 4 4 1 4 4 2 4 4 2 d 4 2 4 5 3 4 5 3 5 5 0 4 4 1 4 4 2 4 4 2 4 4 2 4 4 2 4 4 2 4 4 3 �l`tvDc�f`i'TaEU1s``—'I-1 S CCk.ply} nag�hRI4f ZI-rA. I :2 SEE TABLES 7&8,SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TABLE. C de MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 Acc� nc 1, t `O O<G \� ONLYNIV A. i� Revision: By �°�?'� \.\CEN$F •.��� � i. naixti due :l;tt£',��ae�" , * : No. 58705 t A &TfEOF Description: Drawn By:NOTES: ' ' 1070 TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE _ J ROSOWSKI N.VENICE,FL 34275 1)FRAME DIMENSIONS ARE BUCK."MR"=MEETING RAIL. - %�(� '••Ft ORION N (941H80-1600 Title: Date: 10NAL 0\ - LM 05/15/15 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. //011111100 PGT INDUSTRIES,INC. Series/Model.- Scale. Sheet: Drawing No. Rev. 3)REFER TO TABLES 2,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A.LYNN MILLER,P.E. ALL Milli RESERVED SH-5500 NTS 10 OF 13 MD-SH5500-01 B P.E.#58705 CERT.OF AUTH.#29296 3.500" - 3.500" 3.500" 3.500" �- .062" .062" - .062" -� .062" ob ELos1.483" 1.483" 1.48 „ 3" as 1.483" � ' - .070" a o 0 o a,o° U '� .625" 625 FLANGE FRAME I N FRAME EQUAL LEG FRAME 1.185 yl Ir .150" O H AD%AMB FRAME O HEAD/JAMB 1.375" HEAD/JAMB LIGHT SASH HD SASH 23 REINFORCEMENT 25 REINFORCEMENT 070" --��-�- � .062" .791 1.182" 3.483" �{ 3.483" - �{ - 3.483" - 3.483" �{ .070" -►�Ef .062" y���- .062" O 1.036" 1.041" -� �r � " 1 130„ [Ar--A 2.444" 2.444" 2.444" D 1.331" �r 1.340" �D ago aa�o 2.444" 26 as STANDARD 27 REINFORCEMENT HD MEETING RAIL MEETING RAIL a���❑ a���❑ 7.1,14 0REINFORCEMENT .625" FRAME SILL 625 O FRAME SILL FLANGE 1.375" L RAME O FRAME SILL UALLEG 1.375" T -►{ 1.215" 2.100" k1.472" �J 1.565",.630" ,.376" � 2.176" �„ ,I.065" o065" 1375' ' .974" " .471 .590" .347.050" �1� .050�,035' .070 r 06� r FIXED 1 1.000" BALANCE SASH STOP AIL LIFT RAIL BEVELED BEVELED 14 MEETING RAIL 16 SASH RAIL 17 COVER 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER RCJDUC r REV ISED as c mplyingwith,0w, atxs3a E3:ilden"g Cccie \\I l f l l l l l l/r r, ,--��:�p;�1;�rx, P 7•€� CF5 \�� aQ ,........ i Revision: az2erati�,O Date.316" -►{ .864" .175" -'� .300„ 1GEN F .•���� P.fL^ant .75a" L.7-51-0" _ * : No. 58705 .035" -�{�T}I .025" III-- - V\- Description: Drawn By: LAMI IG EXTRUDED ROLLED ��0 ATE F •.�- 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI O72 80 81 % T '�(/ N.VENICE,FL 34275 BEADING O SCREEN FRAME SCREEN FRAME %�s•'•FZORIDP,.•'G���� �941)•480-1600 Title: Date: ''/S;0NAL et\ COPYPJGKT02017 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 l l 11 1 I 1 1 t 1 PGT INDUSTRIES,INC. Series/Model: Scale: Sheet: Drawing No. Rev., ALL RIGHTS RESERVED A.LYNN MILLER,P.E. SH-5500 NTS 11 OF 13 MD-SH5500-01 B P.E.#58705 r CERT.OF AUTH.#29296 SILICONE HOT-MELT BUTYL TABLE 12: TABLE 12,CONT.: STRUCTURAL Bill of Material Bill of Material, cont SILICONE STRUCTURAL 1/4"NOM. FOAM 3/16"NOM. # Part# Description Material # Part# Description Material POLYISOBUTYLENE WITH 1 626161 Single Hung Frame Head&Jambs -J-Channel PVC 45 720197 Auto Lock Mechanism C Steel WITH DESICCANT DESICCANT 2 620102 Single Hung Frame Head &Jambs - Flange PVC 46 720198&9 Sweep Lock Cast Zinc EXT.GLASS EXT.GLASS 3 620103 Single Hung Frame Head &Jambs - Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc 4 620104 Single Hung Frame Head& Jambs - Equal Leg/Box PVC 48 76X118OPTX #6 x 1-1/8" 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 Zinc 6 620106 SH/DH Frame Sill - Flange PVC 50 ?76X34PPA #6 x 3/4" PH. PH SIDS (Keeper Screw) SS INT. GLASS INT. GLASS 7 620107 SH/DH Frame Sill -Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC 8 620108 SH/DH Frame Sill -Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 7s KODISPACE 77 SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4" Ph. FH SDS (Corner Key Screw) SS O 4SG TPS O SPACER® NXTTM 16 620129 Sash Rail (Sides, Top& Bottom) PVC 54 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1" Tilt Latch Spring SS ALUMINUM 19 620156 Pull Rail Interlock 6005 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT POLYISO- DESICCANT FILL AREA 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc BUTYLENE 21 620157 Beveled interlock 6005 T5 Al 59 420180 Pivot Bar Comer Key PVC 5/16"NOM. SEAL 5/16"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Piwt Bar SS BUTYL& SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 AI 63 720191 Sash Pull Handle Cast Zlnc DESICCANT STAINLROLL-FESS 25 620152 HD Sash Reinforcement 6063 T6 Al 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEE 26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 65 7834FPT #8 x 3/4" Ph. FH SDS (Pull Handle Screw) SS EXT. GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 Al 66 420188 Bottom Latch Strike Plate Cast Zinc EXT. GLASS 30 61644 Weatherstrip, .187" x .270" Fin Pile 67 ?7858B #8 x 5/8" Ph. FH SMS (Strike Plate Screw) SS 31 60300 Weatherstrip, .190"x .300" Foam Bulb Flex PVC 72 720135 Lanni I.G. Bead PVC 32 61719 Weatherstrip, .187" x .220" PolyPile 74 Backbedding, GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 33 61825 Weatherstri Plug, 220" Finseal 75 71646N SettingBlock 7/8" x 1" x 1/8" , 85+/_5 duro. EPDM TM 35 78X1MT T #8 x 1" Ph. PH SIDS (Interlock Mounting Screw) 80 61012 Extruded Screen Frame ) Alum 7a DUAAER 79 XL EDGE 36 78X3THPX #13 x 3" Ph. PH SMS (Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 1 71669SP I Meeting Rail Screw Support Plate 6063 T6 Al 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 38 1 720210 IWeep Hole Cover PVC 83 47042 Screen Corner Key with Pull Ring X 2 PVC 40 720)0)00( IConstant Force Balance 84 47041 Screen Corner Key without Pull Ring X 2 PVC 41 #8 x 3/4" Ph. FH SMS (Con. Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816C48 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635/61614 .140" Screen Spline (Machine/Hand Rolled) Vinyl 44 78X114FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) 410 SS Part# Description Material Dail : €zsv€sLrs c.,a:,=,mr,=yar¢8 wath?he-'Lid*t; Cu 76 Kommerling 4SG TPS Spacer System �''R ` ne�� 9 '� -� q,,See this 111111l1 P T;v ati,n Dlte m. '1202Z 77 Quanex Super Spacer nXt with Hot Melt Butyl Sheet for BONY ,� Revao": 78 Quanex Dureseal Spacer ?�i — Materials 4C1 •. t ICENgF •.(�� i a ie paAi 'tZT 79 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717,8968&8970 * : No. 58705 * ® Drawn By: De dpBon: G (�-' �� 1070TECHNOLOGYDRIVE BILL OF MATERIAL (BOM) J ROSOWSKI 0 STATE OF N.VENICE,FL 34275 Date: �s•'•FtORIDP•. ���: (eal)-aealBoo SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 NOTES: '�i S� NG��� copmGNr o 2017 ONAL �`\ \ PGT INDUSTRIES,INC. 1)PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. /I I I I I 1111 ALL RIGHTS RESERVED Seriea/MH- Scob: Sheet: Drawing No. Rer. 2)ITEMS#9-13, 15,24,28,29,34,39,61,62,68-71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.LYNN MILLER,P.E. $H-550O NTS 12 OF 13 M D-SH5500-01 B P.E.#58705 CERT.OF AUTH.#29296 OPT.SWEEP LOCK IPI0 46 48 OPT.AUTO LOCK 18 47 20 57 OR 58 qg O 51 OR 52 85 ® 45 1 55 � o O OPT.PULL RAIL - 22 82 OR* 19 INTERLOCK& j COVER 56 p 0 87 O O 86 35 OPT. 1 21 BEVELED MITERED FRAME WITH INTERLOCK INTERIOR AND EXTERIOR 16 O &COVER FRAME WELDS O 18 ! \_ 54 72 X4 16 72 X4 53 80 OR 81 \ 50 14 ePNpe-------- _ SCREEN PGHESt049 Q.(60 OPT.PULL HANDLE ASSEMBLY 64 WITH LATCH DETAILS 41 m CONSTANT FORCE 40 gg 65 16 82 OR 83 BALANCE OR OPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANDLE d 63 67 1 16 \\ d00/ SASH MITERED FRAME WITH \r INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS ss __ 36 DETAILS d / .-__ -, � EXTERIOR 53 38 ATMACHE3O GALAV - QDIJ eP is .-D '----- _ - --__________________________________--_—__—__ wy„ _� NCE ii�ag Cod, FRAME �. ` NY LYN �, Revision: «aa�t ASSEMBLY - DETAILS = * f N0. 58705 ��r,'���—y�,— Description: Drawn By: EXTERIOR '� •••,�(� (.f+�--!( 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI T TE I N.VENICE,FL 34275 NOTES: i�`� '•. 'tORIDP ,•' `y�` (941)-480-1600 Title: Date: 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. i' ss/ ..... NG\ coPVRI0N7®zon SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS#1 &5.OTHER FRAME TYPES APPLY. // NAL E ��� PGT INDUSTRIES,INC. /i l I Series/Model: Scale: Sheet: Drawing No. Rev: 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. A.LYNN I�ILL�R1P.E. ^I-I.RIGNTSREseavED 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P.E.#58705 CERT.OF AUTH.#29296 SH-5500 NTS 13 OF 13 M D-SH5500-01 B