Loading...
HomeMy WebLinkAboutNotice of Acceptance 0 MIAM1• MUM-DADE COUNTY Ems- PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 209 BOARD AND CODE ADMINISTRATION DIVISION T(786),315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .V,• iv.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and,regulations governingi 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 Uuilding 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"5500"PVC Single Bung Window—L.M.L APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets I through 13 of 13,dated 05115115,with revision A dated 05/05/16,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. I 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 ofNOA. 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#15-0519.05 and consists of this page I 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. 16-0714.03 MIAMI•DA, COUNTY 1Jj ••�c. fJ (/ Expiration Date: July 30,2020 i Approval Date: August 18,2016 9 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 A dated �05105116, 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 20i-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. 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 11/15114,signed and sealed by Idalmis Ortega,,P.E. (Submitted under previous NOA No. 15-0519.05) 9 ' 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 08121/14,signed and sealed by Idalmis Ortega,;P.E. (Submitted under previous NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and'structural analysis, complying with FBC-51h Edition (2014), dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) Manuel P ez,P)E. Proiluct Control Exam' er NOA No.1647 03 Expiration Date: July 30,2020 Approval;Date: August 18,2016 E-1 • tl d i i PGT Industries,Inc. _ r f NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I C. CALCULATIONS(coxTuqu > 2. Glazing complies with ASTM E1300-09 ' D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer" dated 04/25115,expiring on 12/11/16. 2. ' Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlasOO (Clear and White) Glass Interlayers"dated 06%25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02128/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their`Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04116115, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-5th Edition (2014), dated May 15,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) 2. Statement letter of no financial interest, dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.05) 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. 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. ! G. OTHERS 1. Notice of Acceptance No. 15-0519.05,issued to PGT Industries f6r their Series "5500"PVC Single Hung Window-L.M.I."approved on 07/30/15 and expiring on 07I3 0/20. algu�LF,t lU7anuel Per i4� Product Control Gar ' NOA No.16- 3 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 - a ANCHORAGE / EXAMPLE FOR 28-1/8"MAX.O.C./- Pt-5J8• ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP / '�• 54"MAX.SUCK WIDTH i- MAX.O.C. FORARCH-TOP HEADER(SIM. 12"MAX.FROM FOR ALL FRAME SEAM 30" 12" HEADER(SIM.FOR ALL VARIES PER REINFORCEMENT LARGE&SMALL MISSILE WINDOW TYPES) —-`-/�— S 0, T 3 ,-�"( j WINDOW TYPES) LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT MAX.O.C. 52-118"MAX.SUCK WIDTH A,SEE" 10"MAX.FROMa.SEE _ SEE SHEETS SHEET 3 " 30"MAX.O.C. `���I--_12'MAX SHEET3 FIXED VISIBLE 12"�' FRAME SEAM 0, SEE 8&9 1-1/4' �'--'-• LIGHT WIDTH -�-- ---�/ Y SHEET4 r SHEET3 12MAX" FIXED SHEET? SHEET4 -'SEE 30'MAX.O.C,-��_72 MAX C,SEE - --1)--- VISIBLE SHEET4i•_ ^� / EQUALLY / ! SPACED _ __ l_.LIGHT- �- A.9EE�'-' - / _12"_qX,1 - - --- -- / EQUALLY _ __I I _ - 17n7/8"MAX.O.C, 17.718"MAX.O.C. -" --SHEET3 - J/ -ANCHORS PER -- - / -- - - -SPACED I I / _ �_ TABLE9 9.11 /HEIGHT _ _-C.-- EQUALLY 17.718"MAX.O.C. 1 ANCHORS PER {i ` -' 01.78• SPACED TABLES 9-11 I _ Q MAX. AN HORS PER O 84" 84" _ ) BUCK BLES 0.11 _ _ I / _ 62' O I BUCK "- �- MAX. `T- HEIGHT T MAX. HEIGHT SUCK 101, SSHOWN x j Q - '1 .O.C. HEIGHT X - O.C. x i 10"MAX.IO.C. HEIGH I X f 4 SUCK A(91.76' _._ -L IrL.__._._._/_._.._._. MAX.) 1._�._._ EQUALLY - �'-- 13.374"MAX.O.C. EQUALLY / ANCHOR PER `iI // 1 13-314L O.C• ANCHOSPACED VISIBLE SPA EDRS PER j f HEIGHT AN HOLES ER �_-_ 13-3/4°MAX,O.C. SHEETS /r QUALLY TABLES 9•11 ' / ._•-- -� SEE I 1 I A� TABLES 9-11 I Al A 8&9 ` 0 I — Jt ` 8.112'MAX. •,8.1l2°MAX. ° _ NO AN CHORBAT SILL NOANCHORSATSILL '.6-1/2"MAX. B SEE SILL WE 0'�-'--' SEE SILL WEEP B•� _ NO CHORSA SIL ` D e--.-• 1.1/4" ^- �- 54"MAX,BUCK WIDTH -�-� SASH VISISLE I I 8EE SILL WEEP- '�'I NOTCH DETAILS, NOTCH L W I"•' 64"MAX.BUCK WIDTH SEE SILL WEER SHEET 3 LIGHT WIDTH SHEET 3 NOTCH DETAILS, NOTCH DETAILS, SHEET3 SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME VATION FOR TYP.FLANGE FRA ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP,FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN EL/PROVIEW RATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 75'HEIGHT GENERAL NOTES.........................1 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................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. FRAME,GLASS&ANCHOR 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 OPTIONS.............................2 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN,KSI PER ANCHOR TYPE. INSTALLATION,FLANGE 8 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LEG/BOX.................3 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 INSTALLATION,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &J-CHANNEL......................4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS........................5 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. DESIGN PRESSURES...................6-7 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. ANCHOR QUANTITIES.................8.10 7)DESIGN PRESSURES: EXTRUSION PROFILES................11 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. ASSEMBLY&PARTS LIST...........12-13 S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USED: B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE(FBC),STH EDITION 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 •ASTM E1300-09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCt'REVISED 0)METAL SUBSTRATE TO MEET MIN,STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •ALUMINUM DESIGN MANUAL,ADM-2010 8N ad(III11)'Ip1;w)(I71he F'1gYl•'6 10)REFERENCES:TEST REPORTS FTL-7964 87966;ELCO ULTRACON NOA;ELCO CRE7EFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ •AISi-S100-07/52-2010 DuRd)ogC08 ode LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALLIMINUM DESIGN MANUAL Acvopynco Nn(�•G 14-, 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. , \ '1' I I 'r;/;1 Rev/sed Sr. Ogle: RONelon: Ez (ntbn IYa10 '••I'•' :::•%//.'.'.' A)ADOEDSPACERSf' f.USER INSTRUCTIONS: JR 05/05/16 TO SHEET II. 1tY ° fJ1-' •:•'I �' MiamlJ�ado PtaJuc(CbpLvC 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7, Ravlsad t1y: Date: Rev(s(on: 1{I 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. ' 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN •'� PRESSURE FROM TABLES 4.8,IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW _ ® Usseri? Fpuon: Omwn W. OPENIRMIN OBTAINED INSTEP I. lK GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR G ,,I,. YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. �1 •' ;I:•' .' 1070 TECHNOLOGY DRIVE 77tle: :;v Date: 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. .,•;'i,�',;:"0�';. ' ��'- N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM. 05/15/15 •.,':';'; I•It.�..,`� .' (941)-480-1600 INTEGRALIGN PRESSURE FIN OR EQUAL RATING X),DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, •/q!IiYNtJ�Vft4.LER�P`E. Saries/Model: Scale: Sheet: Dmwing No. Rer. P.EJ168705 CERT. OF AUTH. #29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 A s r. • TABLE 1:AL LASS TYPES G Design Pressure Frame Glass Frame Frame Type Description(Listed irom Exterior to Interior) Table# Sheet# TV pas Options Cooflgs. Shapes Installation OPdOns that may be used 718'Laminated I.G.:1fW A Exterior Cap+T118"Air Space+5/i8"Laminated;(2)Liles of VS,A Glass with.090"PVB Intedeyer 4,5 6 (see Fig B) (see Table 1) (see Fig A) (roe Fig C) D 7/8°Lamin .. xte or ep+ r pace Lam ne a es Of as5MM-090-PvtFintertayer 4,6 6 ....into 2X Wood Frame/Buckstdp-sheet 3,opUen 1 7 71V Laminated I.G.:3116'A Exterior Cap+3/8"Air Space+BMW Laminated;(2)Liles of 1/6"A Glass with.090"PVB Inteda er Flan a Equal-Lite, Square/Rect., ,,,.Into Concrete/CMU•sheet 9,option 2 y 4 6 6 g Through the frame 8 7/8'Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+6116"Laminated;(2)Liles of 118'A Glass with.090'PVB fhtedayer 4,6 6 (92) 5-16 O&Cottage Aroh-Top p of the window...... &Cottage Radius-Top ••••th rough iXBuckstdp Into Conarele/CMU-sheet 3,option 3 9 7/8"Laminated I.G.:1/8"A Exterior Cap+7/16"Air Space+6116"Laminated;(2)Liles of 1l8"H Glass wilh.090"SG Inledayer 7 7 Into Metal-Sheet 3,option 4 10 718"Laminated I.G.:1!8"T Exterior Cep+7116'Air Space+6116'Laminated;(2)Liles of 1/8'H Glees with,090"SG Inledayer 7 7 Into 2X WOW FlamelBucksldp-sheet 3,option 1 11 7/8'Laminated I.G.:3/16"A Exterior Cap+318"Air Space+6116"Laminated;(2)Liles of 1/8"H Glass with.090"SO Intedayer 7 7 Box/ Equal-Lite, Square/Root.,Through the-flame ....Into ConcretelCMU-•sheet 3,opUon 2— - Equel-Leg .5.16 OdeUPradew-Aroh•Top& - __ 12- 7/8"Laminated 1.0.:3118"T Exterior Cap+3!5°Alr6peoe+5118"Laminated;(2pUtea of 1/8"H Glsse with.090^SO Intedayer j 7 (#q) 8 Cottage Radius-Tap of the window...... ,,,,through 1X Bucksldp Into ConoretelCMU-sheet 3,option 3 13 7/8'Laminated I.G.:1/8'A Exterior Cap+5116"Air Space+7118"Laminated;(2 Lllea of 3116"A Glees with.090"SG IMedayar B 7 ..,.into Metal-sheet 3,option 4 14 7/8"Laminated I.G.:1/8"T Exterior Cap+5/18"Air space+7/16"Laminated;(2)Liles of 3/16"A Glass wllh.090'SG Intedeyer 8 7 Through the ....Into 2X Wood FramalBuckstrip-sheet 4,option 5 16 7/8"Laminated I.G.:3/18'A Exterior Cap+114"Air Space+7116"Laminated;(2)Liles of 3116"A Glass with.090°SO Intedeyer 7 7 J-Channel Equal-Cite, SquarelRecL,Integral fln...... 5-8 OdeUProNew Aroh-Top& ••••�toMetal-sheet 4,optlon7 16 718"Laminated I.G.:3/16"T Extedor Cep+1/4'Air Space+7/18"Laminated;(2)Liles of 3/16"A Glass with•090'SO Intedeyer 7 7 (41) &Cottage Radius Top Through the from ....Into 2X Wood Frome/Buckstrip-sheet 4,option 6 of the window...... ,,,•Into Metal•sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ' GLASS TYPES 5,7,9.it,13 �g__h theInto 2X Wood Frame/Buckald sheet 4,option 5 Min.Edge Min. &15 MAY NOT BE USED IN Equal-Ute, Square/Rect., PGroup Anchor Substrate THE HVHZA8GVE 30'. Integral Fin l fin.,..,. Info Metal•shet 4,a tion 7 Distance Embedment" • ( ) 6-0 Odel/prot(ew ArohTop& p&Cottage Radius-Top gh the frame •...Into 2X Wood Fmme/Buckstrip-sheet 4,option 6 P.#10 SMS T.Soul em ne SG=055} 7 18" 13/8° window...... ,••,Into Metal•sheet 4,option 8 Steel,A36` 3/8" 0.050" {steel,0 S.S.S. Steel Stud,A653 Gr.33• 316° 0.0451" 18 Go- .MIN. D 3 THREADS Or 410 S.S.) ( ) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE 8:FRAME TYPES A Aluminum,6063-T5• 3l8" 0.050" SUBSTRATE,FOR P.T.Southern Pine SG=0.55 7/16' 1-318" STEEL STUDS, _ _ 'A"=ANNEALED ( ) l - r'-'�'a °H"=HEAT STRENGTHENED MIN,Fu=45 KSI 8 3l16"steel Ultracon Concrete(min.2.85 ksi) 1" 1-3/6" MIN.Fy=33 KSI. E � � "T"=TEMPERED Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 2 U 4 °PVB"=.090"BUTACITE®PVB P.T.Southern Pine(SG=0.55) 9/16" 1-WB" °UNGROUTED CMU" ti BY KURARAY EGPVSAMERICA,INC. #l. SMS VALUES MAYBE /�� BOX OR °SG"=.099'SENTRYGLASO B (steal,18-6 S.S. Steel,A36' 3!8" 0.Q50" USED FOR GROUTED /,J FLANGE EQUAL. INTERLAYER BY KURARAY Of 410 S.S.) Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Ga.) CMU APPLICATIONS. %/ LEO AMERICA,INC. Aluminum,6063-T5' 316" 0.08&1 EQUAL-CITE ORIEL COTTAGE 114"steel Ultracon Concrete(min.2.85 ksi) 1" 1-3/4" _ C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" FIGURE C:FRAME SHAPES 1/4"steel Creteflex > Concrete(min.3.35 ksl) 1" 1-314" —BUCK WIDTH——rl BUCK WIDTH(• ----►{BUCK WIDTHI-.— Steei Ultracon Concrete(min.2.85 ksi) 2-1/2" 1-3/4" 1/4'steel Ultracon P.T.Southern Pine(SG=0.55) V, 1-318" T 1/4"steel Creteflex Concrete(min.3.35 kel) 2-1/2" 1 3/4" f 1 ll 3 fl Ungrouted CMU,(ASTM G90) 2.112 1-114" w 0 w T J•CHANNEL INTEGRAL D 114"steel Creteflex x P.T,Southern Pine(SG=0.55) 1" 1-3/8" _ 01 FIN 1l4°steel Aggre Gatof Concrete(min. ks)) 1- 1-3/8" m 114"steel Aggme Gator P.T.SSouthernPinea(SG 0.55 Z.T_ 7- 6' 1 1 i 1 1 Grouted CMU,(ASTMM C-90) ' 2„ RECTANGULAR L RADIUS-TOP 1 ARCH-TOP L T BLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED BE USED BY INSCRIBING THE SHAPE IN ABLOCK AND OBTAINING as complying whit the f1arida Group Anchor Substrate Min,Edge Min, DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM nuttd[ng Code ,,hham�Distance Embedment' THE TABLES ON SHEETS 8.10. Aoccptmcc No 16'0714.u..' E 2.1/2'x.131"Common Nail P.T.Southern Pine(SG=.55) 3/0" 2.7116" " 'r/;, Revised 8y Ogee Rovlalon: Ua7dmrkmumu a2� 2.1/2"Ring-shank Rooting Nell P.T,Southern Pine(SG=.55) 318" 2.7/18" try U1� •• W. Dotet �•£iemi ado[kddiyl Can reSA��P.T.Southern Pine(SG=.55) 1/2° 1-3/8" Revised Rev)elon: / 410 Trusshead SMS Aluminum,6083-T5" 319" 01050" (� (Steel,18.8 S.S. Steel Stud,Or.33' 3/9" OA451"(18 Ga.)' Or 410 S,S.) ® Desedp6om Dram By: F steal,A38• 318" 01050" MIN.OF 3 !"�-' I r1 6 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pine(SG=.55) 9/16', 1-318" THE METAL THREADS BEYOND lit• #12 SMS Aluminum 6063-T5" 316" 0 083' SUBSTRATE.F : . ' 1070 TECHNOLOGY DRIVE nits: N.VENICE, FL 34275 Det,% (steel,18.8S.S. Steel Stud,Gr.336 318" 0.050" STEEL STUDS,°R ";' ' SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 or 410 S.S.) MIN.Fu=45 KSI& `i. .• (941)-480-1800 Steel,A38• 3!8" 0.050° 'r,. ..,��;r','.+' ''��' Sedee/Model. Sees: Sheet: Omw1n8 No. Rev: MIN.Fy=33 KSI. A.1,YNN Jv(ILF,6R)A,E. CERT. OF AUTH. #29296 SH-5500 NTS 2 OF 13 MD-SH5500-01 A P.E.a 59705 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 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBED T ANCHORED THROUGH --- - --- EMBE ENT --^-�� _ FRAME INTO 2X WOOD - (h 114'MAX SHIM 16 1/4"MAX SHIMImo— FRAME OR BUCKSTRIP. ----�- �• �— I _ I e SEE NOTE 2,TH13 9HEET. ` EMBEDMENT SASH VISIBLE 17 EDGE EDGE ° ° (._--` 18 LIGHT WIDTH o DISTANCE FLANGE FRAME DISTANCE - SHOWN 4 -BALANCE— TYPE - ANCHOR ' ---- — - --' •_, '"" - - VARI __ _ TY AN O SHIM TYP. HOR TYPE, 42 WITH SASH o TY E, TYP.ANCHOR TYPE, EMBE MENT AND. WEIGHT 54 E EDMENT 2 EDGE 30 D EDGE EMBEDMENT AND EDGE DIS CE PER # 31 ISTANCE EDGE SUBSTRATE, . (� DISTANCE PER SUBSTRATE, SU TRATE, �'' - 6 I ` O SEE TABLE 2,SHEET 2. SEE TABLE 2, EET 2. EXTERIOR ° DISTAN SEE TABLE 2, �.J 16 o g7 4 SHEEi2. 19 °d FIXED VISIBLE FIXED �--001 20 OPT.SASH TOP FLANGE 2 LIGHT WIDTH EQUAL VISIBLE LIFT RAIL FRAME I X LIGHT i NOTES: SHOWN h� BUCK WIDTH FRAME HEIGHT I FOR ALL WINDOWS: SHOWN ' 1 ANCHOR @ 3.56' HORIZONTAL SECTION A-A A9 A8 FROM END AND AT 1)USE ONLY SUBSTRATE•APPROPRIATE I CENTER. ANCHORS LISTED ON TABLE 2, ( 22 FOR WINDOWS SHEET 2.FOLLOW EMBEDMENT AND OVER 36"WIDE; EDGE DIST DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL D. 72 D D ADD ADDITIONAL ANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. SCREWS @16.3/8' INSTALLATION OPTION SHOWN MAY 45 46 47 O FROM END. BE USED ON ANY SIDE OF THE 14 35 FOR WINDOWS WITH WINDOW.q 114"SHIM SHIM #10 OR#12 STEEL 1/4°MAX. BOTTOM LOCKS; BUCK 6p 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE / SELF-DRILLING SHIM HEIGHT SCREWS @ 8-318° USED INTO WOOD AS PER TABLE 2, SMS(G5E,S SEE a�1 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ 30 T— THAN 1.112`THICK ARE TO BE SHEET 2. SASH CONSIDERED 1XINSTALLATIONS.IX U EXTERIO Vi5181E WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS / ,- 16 DEPICTED AS 2X ARE 1-1l2"THICK USE EITHER OR GREATER.1X AND 2X BUCKS OPT. B8 LATCH OR (WHEN USED)SHALL BE DESIGNED L� ` _ 65 84 BOTTOM LOCK, TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL !.�—" INTERIOR 81 3`1 30 TESTED UNIT THE STRUCTURE,WOOD BUCK FRAME - -- LEGIBOX WEEP - i LOCATION:B-5/8" DESIGN AND INSTALLATION IS THE SHOWN o FRAME NOTCHES AT pp FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR �. 68 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION ,� INSTALLATION B (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 PIiODUC�[26V15HO 67 OPENING)IS,MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH complylu8%Jhh do F1d4A' 1141 MAX SHIM BEADING TO BEADING. DutLl Cam FRAME INTO METAL p EQUAL•LEGIBOX FRAME INTO METAL A�e[amNO I 'O FRAME SHOWN rr= r`o�OO ,`,l;V I!I f(;j Roviod BY Date; Revielon:17 L,pimlim Dnto d .27"X 1.25" NO ANCHORS Miaorade Pmd:*t('otili' WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS Revr=ed fly: Date; Revicfon: (� WIC FLANGE OR - 2.87"FROM 38 ' ` EQUAL-LEG WIDTH "� - EACH END. FRAME SILLS @SASH:BUCK WIDTH-8.112' : ® Desafptlon: Drown dy: @ FIXED LITE:BUCK WIDTH•4-31S' _ �,� �6 =: FLANGE&EQUAL-LEGIBOX FRAMES J ROSOWSKI 1070 TECHNOLOGY DRIVE HEIGHTIEQUAL-LITE) Title: VERTICAL SECTION B-B BUCKHEIGHTIE-3-16116" ;?`.'! N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ,. • ...'.." (941)-480-1600 Sedae/Model. Scale: Sheet: Drawing No. Rev: r`•A;L�YNN MIIa6R;.P:E. CERT. OF AUTH, g29296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A F.L.b160�/l15 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR INSTALLATION OPTION 5 EMBEDMENT - { NOTE 2,THIS SHEET, BUCKSTRIP.SEE NOTE 2,THIS SHEET. I"- EDGE DISTANCE ANCHORED THROUGH INTEGRAL I-- EMBEDMENT - FIN INTO 2X WOOD FRAME OR ._ I I 1/4'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE ll 16 1/4°MAX SHIM SHEET. TYP.ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL EMBEDMENTAND EDGE FRAME 0 DISTANCE PER SUBSTRATE, 18 LIGHT WIDTH L o SHOWN SEE TABLE 2,SHEET 2. -" (SCREW SHOWN) 44 BALANR E- - _ - - ---- - - - - - - --- S _ EMBEDMENT �_ ..�- T PE..' - --- - - �a' -- E EDM - -- --- - ul-J 1/4"MAX SHIM Ct2)WITH SASH TYP•ANCHOR TYPE, EDGE WEIGHT DISTANCE 1 _ EMBEDMENT AND EDGE DISTANCE 64Q 31 DISTANCE PER SUBSTRATE, I) I ( SEE TABLE 3,SHEET 2. 1B (NAIL SHOWN) EXTERIOR 87 TYP.ANCHOR TYPE, I l INTEGRAL EMBEDMENT AND EDGE r—, FIXED VISIBLE �v/ FIN DISTANCE PER SUBSTRATE, FIXED 19 20 OPT.SASH TOP J-CHANNEL LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE LIFT RAIL FRAME 1 SHOWN (NAIL SHOWN) LIGHT I - NOTES: SHOWN HEIGHT I l FOR ALL WINDOWS: + 1 ANCHOR®3.55" BUCK WIDTH 49 48 FROM END AND AT 1)USEONLY HORIZONTAL SECTION C—C 111 21 CENTER. SUBSTRATE-APPROPRIATE 0 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36'WIDE: OF SHEET 2,FOLLOW EMBEDMENT 1/4"MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD, 72 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY -►{ MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. SCREWS@ie-318" INSTALLATION OPTION SHOWN MAY SHIM 14 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK O BOJTOM LOCKS: 110 OR#12 STEEL 114'MAX. HEIGHT 60 O D 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM SCREWS Q 8-3/8" USED INTO WOOD AS PER TABLE 2, SMS(05),SEE T SHEET 2.ALL WOOD BUCKS LESS BS ! — FROM END. TABLES 2&3, 30 THAN DER THICK ARE L TI SHEET2. SASH CONSIDERED 1X INSTALLATIONS. - EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF _ LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS JJJ 16 LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2"THICK � LOCK BOTTOM OR GREATER.1X AND 2X BUCKS OPT. \J LOCK(SHEET 3)• BS 6� TESTED UNIT (WHEN USED)SHALL BE DESIGNED � FIN ANC DIOR (2)R 01 S1 30 LOCATION:6.5/8" TO PROPERLY TRANSFER LOADS _ _ U FLANGE REMOVED J INTERIOR FROM SASH END. TO THE STRUCTURE.WOOD BUCK IN-FIELD WEEP DESIGN AND INSTALLATION IS THE NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END, NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN -71-77-11 REQUIRED IN FRAME r EXTERIOR INSTALLATION SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION \ . THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT 'OPTION 7 OPTION 8 PRODUCT REVISED OPENING)IS MEASURED FROM ve�.nl d!n WWI lea�tlix& INTEGRAL FIN 1/4'MAX ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL 11' 9 --�'1 BEADING TO (INTEGRAL I1meplgCade FRAME SHOWN' L-_--JC��� SHIM INTEGRAL FIN INTO METAL ( ) Accepinnco)•h-I -p ''• "' i. Revised By. Date: F imth a Dale ,,opnn 27"X 1.26'WEEPHOLE ,, •�,��l�,/,, Revision: 6 GCJ O W/COVER 2.87" -- .'"%;•; B �tyn_ 38 Mm ni�Jnda Product Con o}y 1 FROM EACH END. �' ""' Revised ( Jf VISIBLE LIGHT FORMULAS ei: Die: Revlvlon. TYP.ANCHOR TYPE, < �� EMBEDMENT AND EDGE EDGE DISTANCE WIDTH DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6.112" 'v ® Desartp9on: Drown ey: SEE TABLE 3,SHEET 2. --1 EMBEDMENT @FIXED LITE:BUCK WIDTH-4.3l8" , �(�y l6 ,i; a: J—CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) .`;; INSTALLATION OPTION 5 VERTICAL SECTION D—D BUCK HE HEIGHT/2-3-/16" {7•;;:t:i•. ;.;r.; 1 N.VENICE,OFOL0342 55 Wile:SINGLE HUNG WINDOW INSTALLATION-LM Date: 05/15/15 ANCHORED THROUGH INTEGRAL FIN (941)-480-1600 y; Serles/MadL•e Scale: Sheet: I Orcwlrp No. Rev: INTO 2X WOOD FRAME OR BUCK- A:L1/tJN MIUtBR;�1E.` STRIP.SEE NOTE 2,THIS SHEET. P.EN 58705 CERT. OF AUTH. #29296 SH-5500 NTS 4 OF 13 MD—SH5500-01 A 718"NOM, ��-- --►{ 7/8"NOM. 718"NOM. y-I 7/8"NOM. I+-- -�� Tie,NOM. �- 5/16"A/A PVB 5/16' A PVB I 6/16"A!A PVB- 5/16"A/A PVB 6/16"H/H SG 7/16"AIR SPACE—- 7/16" R SPACE 3/8"AIR SPACE 3l8"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 G]EXTERIOR EXTERIOR C]EXTERIOR c] TEX ERIOR _ - a EXTERIOR 76 7e 7e 7e 7e-7e 7e•ra re 79— _ XN GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 718"NOM. 7/8"NOM. _ +{ 7/8"NOM. (+ 718"NOM. 7/8"NOM. VA 5/16"H/H SG- - 5116"H/H SG I 5/16"H/H SG I 7/16"A/A SG— I 7/16"A/A SG 7/16"AIR SPACEM\ \ 3/8"AIR SPACE 3/8"AIR SPACE 6116"AIR SPACE 5/16"AIR SPACE 118"T GLASS-R 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS— 1/8"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR �`]EXTERIOR 76.78 78-79 783 76.79 7s-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 718"NOM. 718"NOM. �r- _ 7/16"A/A SG I 7/18"AIA SG 112"NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 76-79 BITE TYP. '16 MAY NOT BE USED 3/16"A GLASS 3116"T GLASS WITH J-CHANNEL OR \ !F 72 0 74 INTEGRAL FIN FRAMES a EXTERIOR <EXTERIOR GLASS TYPES 6,7,9,11.13 76-79 6.79 31 _ &16 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 30'. PRODUCT'REVISED a GLASS TYPE 15 GLASS TYPE 16 3eildB. dey�th dw p1 t'. 38 30 Accnpinnw No Revised By: Date: Rev7s7on: 8 t�pimlion Dute '2D2O O� ,.:'S;�,,.. ...,.,,,,. M;mn'Dada r7aa•,�l c By Revised Or. Dale: Ravtafon: • GLAZING NOTES: `• 'A" ANNEALED TYP.GLAZING DETAIL ' "H"=HEAT STRENGTHENED 69 Deoerlptlon: Drown Dy: "r TEMPERED (/ GLAZING DETAILS J ROSOWSKI "PVB"m.090"BUITACRE®P,y8 BY KURARAYAMERICA,INC. �.'�" �..I I b,',;�:�,'..` 1070 TECHNOLOGY DRIVE T]lle: Data: SG"=.D90 SENTRYGLAS BYKURARAYAMERICA,INC. " N.VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. ..""'^r (941)-480-1600 A.,LYNN MIL�R,P.E. Sedl lModal: sado., Sheet: DMwfn9 No. Rev; P.E 6`�705 CERT. OF AUTH. #29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A SABLE 4: TABLE 5: AB E 6: OI.n NP• 6r&a1+6mh Design Pressure,Iba1R1 olaa.type. Desl9n Pressure,lbSHt2 a Oesulptlm wan.. sun wlata D ofeniypn Design Pressure,lbalfe 6,8,7&8 Ralnf.level Ranee 0164Maw Renal Pa) .v0wk Width n 6,7&8 N-50.0 R2 Nwphl at- u m48 s2.12s 465,0/-T0.0 Re1nf.L.v.I 23.5 EquLLlle 11.3p4 4010 -00.0 +65.0 .70.0 Ralnt Lawl R1 For sOMndow&006h sizoll ewd.rd Cdl.pe 14.517.15.070 405.0 .70.0 .65.0 -7&0 R2 Farall Mndmv and cash alma 26 Eq.91. 11.5&3.14.516 4810 •70.0 .65.0 .70.0 SEE TABLE Q SHEETS FOR SlndadR.4aw 11.377.II.592 +660 70.0 46s.0 -70.0 SEE TABLE SHEET 9 FOR ANCHOR GROUP AND QUANTITY, 7.an1 23,611-25206 48&0 -70.0 +85.0 .70.0 ANCHOR GROUP AND QUANTITY. 64.rAartlCdl.pe •23,616 +Me -70.0 +65.0 -70.0 3b3T6 qua4f4o 11,617-20.&57 4%0 •70.0 .65.0 a0.0 .w .0 o - _ Show__.11.377•.11510.46t0---70.0.1 465,0 •-70.0 e -" - -' - - ` - _ _ ._ _ -- z __F _ _ -_ _ _ _ _ _ ___ _ _ •____. Wall 21.583.31.911 4a3.0 -704 1463.01.70.0 014lorn6lra 20.517-27.602 .85,0 -70.0 463.0 -70.0 Cdl.p. 23.517.24510 -010 •70.0 49e •70.0 HEADER at Egm619. 211517.21510 f610 -70.0 +ea.o -70.0 Q HEADER 6tmWard Rwtew 17.517.20.61e 40A -70.0 485.0 -70.0 23 C.I.arslro 14.517.17.516 46t0 -70A +65,0 -70.0 23 8htaw IL371-14.51la +650 -70.0 10.0 •10.0 Lta.l 31.50-31011 465.0 -70.0 +05.0 •70.0 0 _ o Standard Cdl.pe 26.5I7.31.5&2 +050 .70,0 465.0 .7&0 Equ,M a 20.517.2&516 +&60 •70.0 +65.0 0 .70.0- e O O MEETING 46 slardardRatear tts+7.2aata 4eta a6.o +6s.o aao MEETING RAIL Gntan6lm 14.517-11.516 +6&O -70.0 +85.0 -70.0 26 0 oot14n64. 11617-11516 +6t0 70.0 465.0 70.0 27 ° E1TM OR E Shiest 11.3T7.12,616 +65.0 70.0 1+55.0 70.0 tITERIOR 7.9ea1 33.209-31,835 +65.6 -70.0 465.0 .70.0 ° ° tt D BtaMard Cdlepo 25.517.33207 .65.0 -TOA 466.0 70.0 �- D U Equawa. 23,617.2&510 408.0 -70A e06,o -70A 23 23 Caaom6lre 2a817.23.670 .66A -To.o 4e6A 704 JAMB JAMB i0.025 stardardPloll- 17.617.2a516 465.0 -70.0 115.0 -To-5 EXtJTrt�og SASH EXTERIOR $ASH C.0-sla. 71m7.17.51E -MO -70A 46M 70.0 HEIGHT �] HEIGHT cu.tams8. 11517-14.510 .65.0 •70.0 485.0 .70.0 Shiest 1 114377-12.618 4$5.0 -70,0 405.0 .70.0 T.I.t 38,517.41AU +M0 -70.° 104.0 .70.0 6tandurd Cdlapo 31.5t7.38..618 40&0 70.0 +654 70.0 O 23 O 23 Equ.114a 28.517.31.51e .ago -70.0 465.0 .70.o p 6tardad Ratax 2e517-25,51e N. -70.0 4854 .70.0 SILL i II 62 C.1-sh. 21017.23.5% 485.0 -70.0 +65.0 .70.0 SILL (I caaamsfia 1T.517.20,518 +SSO •70.0 4B5.0 .70.0 CmlShe 14.617.17. 46t0 -70.0 +65,0 416. Cn .t-emeir. 13.017.14.6%518 4fi00 -70.0 +85.0 4)7.3 ow.t 11.664.13,6f6 466.0 -n.0 .650 a's 1.17.1 30,617.41.644 465.0 -70,0 46LO 70.0 Cu11.rn6ha 38.517.39.510 408.0 40A s854 -70A equ.144. 35,617.30610 1 40&0 .70.0 1+860 1•70.0 76 a.tams+ra 32.511.35.518 .M0 -70.1 465A 70,0 SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH 61.rWdP,.4- 29.617.32.510 .&5,0 .70.0 405.0 70.0 LEVEL R1 REINFORCEMENT&GLASS TYPES 5,8,7&8 C.A.mslr. 20.617.20.610 405.0 .70.0 46t0 -67.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,8,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE _ 6hatIM 2t610.2&516 46to .70.0 485A W.5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& E,,tna 3as17.4L6M 46t0 .70.0 .63A -70.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) e4 c..l.m sha 3t517.3&91e +65.0 .70.6 .&5.6 -a7.3 CONFIGURATIONS) Startled Praim 33.018-35.516 +atO .70.0 +65.0 -6SS PRODUCT RRVISCD 91.78 7atg1 41,844 late .70.0 455.0 -W5 03 co111ldyillg With film Flmlda SEE TABLE 10.SHEET C FOR ANCHOR GROUP AND QUANTITY. Drill pfus Code {y� ••MIN.SASH HEIGHT=WINDOW SUCK HEIGHT-50.136 A`�PtAOre t Dnte t l;,, Revised W. Date: RdWelon: Gsu»r 1 a lsJ-a:U ;( fly...... ,)�•.,' hliami)ads 1'ma0el C01 r 1'I'!•:'.> '• Revised W. Cate: Revision: NOTES: ® Dawipti0n: grown Sy: DESIGN PRESSURE TABLE J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL F(N. •1^ 6 jt.�'t,� . 'ir,!•' 1070 TECHNOLOGY DRIVE III/& gets: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. 1 ' .::• N.,VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 :<r::',1'I;.•' ...•'•: (941)-480-1600 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ,'l�.i�'`y;:.';,•-•l Serlee/Modeh Seale: Sheet: Orvsinq No. Rev. ON7HETABLE. b:LYNIl'Iftb.ER,:RE. CERT. OF AUTH. y(E29296 SH-5500 NTS 6 OF 13 MD-SH5500-01 A P.f=�.q58 5 TABLE 7: TABLE 8: or..Type Bello.Bath 1 GI.oe TTp4 none.Buh - P12,to619 O.Wption W gnmt Salt,HNDM Design Presure,lbafft 13814 Daar68onforOben Bun Helena D0610n Prosouro Ibstft2 Ralef.L.wl flange 0 Wardew Range On) Vwirdm Book Width 0 Rmnf.LN01 RanDe @ Window Ranpf aN Window Buck iglan 0 p 0 Nelphl6how+s up to 40 CB 52.125 54 3 Hdghl BAoxn Ig 24 32 38 1 40 40 52126 1 54 23.5 Equ.HO. 11.394 470.0 -310.0 +700•110.0 470.0 •tiao •70.0 .110.0 23,5 Equd40e 11.394 •70.0-110.0 •70.0-110.0 .70.0-110.0 .70.0-ItaO •70.0-110.0 .70.0•110.0 N0.0 -110.0 A0,0 -110.0 Standard College f4.617.15.070 +70.0-110,0 .70.0•1100 .70.0•110.0 .70.0 -t IOA Standard College 14.617.15.870 •70.0 Amo 1+70.0 1-110,0 1.74'a 1•IIo.a •76,0 1•IIO.o -XI)I-110.0 +70.1)410.0 +70.0 410.0 1.70.0 •110.0 26 EquaNha 11.563.14.516 +70.0 •110.0 +70.0•110.0 +70.0.110.0 •70.0 •110.0 20 Equd41e II.SB3-14.516 •70.0-110.0 •70.0 •110.0 •70.0•110.0 •70.0 1410.0 1.70.0 1•110.0 .70.0-110.0 •70.0 1.110.0 171.0 •21 Standard Pmdrx II.3T7.11.682 +MO-it" 470.0•1I00 170.0•110.0 +70.O •110.p SIM114Plud.W 11.377-11,602 470,a-110.0 .70.0•110.0 -lox•110.0 +700.110.0 .70.0 1 A10.0 .70.0•M0.0 .7o.0 I.tjo,o 70,9 •110.0 O HEADER 40u1 23.517.25.285 .70.0 410A .70.0•110.0 •70,0 •110.0 +70.0 -110.0 TOM 23,617.25,200 TD.0-110.0 -70,0 1-110.0 .70.0-110.0 .70.0 •110.0 .70,0•110.0 +70.0.110.6 .70.0-110.0 •70.0 4MO Standard CoOope 20.968•23.516 +70.0 •110.0 .70.0-110,0 +70.0•1100 .70.0•110.0 Bl.ndard Catl.06 20.B70.23'510 •70.0•110.0 .70.0•110.0 •70.0-110.0 .70.0•110.0 .70.0•110.1 .70A 410.a .70,0•110.4 .70.0 410.0 26 Wait Equa145o 17.59.20A97 +7010 410.0 +70.0-110.0 •70.0-110.0 +70,0 -1W.0 37,376 Equdilt0 11,61)•20'957 •70.0•/10.0 470.0 •170.0 •70,0•170.0 •70,0•110.0 +70,0 •110.0 N0,0•110.0 N0,0•I1D,D •70.0 •109.0 eladard PaoNew 1A.617.17.61U •70.0 .110,0 +70.0•110.0 +70.0-110,0 •70.0•110.0 Standardlefaf.W 14.617.17,510 .70.0.110.0 «70.0 A10.0 •70.0 •110,0 •10.0•110.0 +70.0•Item 'Ma•110.0 •70.0•110,5 •70A •110,0 Siweat 11.377.14.518 +70A 410.0 +70.0•110.0 170.0 407.0 +70.0 1•103A I 0h.m.A 1 11,377-14,515..lap•110.0 •70.0•11D.0 •70.0 •110.0 .10.0•f100 •7a0.110.0 .70.0•110.0 •70.0--WX +70.0 •103a T.0u1 27.663.31.911 +70A •110,0 +70.0 9a0 .70.0 •0.0 +70.0 •D0.0 TO 27.653.31.911 +20.0-110.0 •70.0•110.0 •70.0 .110.0 •70.0 •1t0.0 .70,0-11D.0 .70.0 98.0 1.70,0 93.0 .70.0 90.0 [)� Custom also 20.517-27,69Z +70A -110.0 +70.0-110.0 .70,0 410.0 1 MO I Aiom Cal-SIL. 2681?-27.6B2 +1tr •110.0 •70.0 -imo •10.0 •11o.0 no .11o.0 .70.0.110.0 +70.0-110.0 +70.0 -iio.o +700 •/20 Q 0 MEETING RAIL Standard Cottage 23.617.20.518 +70,0-110,0 470.0•110,0 +10.0-110.0 +70.1 •110.0 Standard Cottage 23.517-26.516 .70.0•110.0 .70.0•110.0 •70.0-110.0 40.0 •110.0 •70.0 •110.0 •70.0-110.0 1•70.0 -110.0 +70.0 •110.0 44 Eque142o 20,517.23,816 +70.0 •110.0 +70.0•110.0 +7ao-110.0 -no 410.0 44 Equal-%. 201W-23.515 +100•7i0.0 770.0-110.0 AO.D-00.0 •70.0 1-11D.0 •70.0•110.0 •70.0-110.0 •70.0-t10.0 •70.0 •110.0 27 0 Standard PWrrw 17.517-20,616 $70.0 -110.0 +70.0-10.0 +70.0-110.0 +70.0 410-01 Standardi'miew 17.617.20.515 +70.0-110.0 +70,0-110.0 •70.0•110.0 •70.0 •110.0 .10.0 -11D,0 .70.0-110.0 +70,0-110.0 .70.0 -110.0 Custom film 14.5t7.17.516 4TDA •110.0 470.0 410.0 470.0-110.0 .70.0-I10.0 Cullom St.. 14.517-17.516 .10.0-110.0 .70.0-Ito.% .70.0•110.0 •70.0•110.0 .10.0•110.0 •70.0-110.0 •70.0-110.0 •70.0 -110A €XTl;ivOR sfwdeel 11.377•14.516 +70.0-110.0 470.0-110.0 470.0 •107.0 +70.0 •f03.a 9had.e1 11.3)7.14.616 410.0-110.0 •70.0.110.0 •10.0•110.0 .70.0-110.0 •70.0-110.0 •70.0 AISO +70.0 •107A •70.0 •103.0 V 0 n Taidel 37.587.35.011 .70.0 -110.0 .70.0 90.0 +T0.O •900 +70.0 •90,0 Talleel 31.503.35,911 .100.110.0 .10A-1/0.0 .14.0•11D.0 .70.0 410.0 +70.0-110,0 +70.0 90.0 +70.0 93.0 .70.0 00.0 U Stwrdard Cottage 26.517-31.502 +70.0 -1f0A +70.0•110.0 +7a0•110.0 470.0.110.0 Wantland co9.0e 25.617.31.582 +10.0.110.0 •70.0•110.0 •10,0•It00 +70.0 AIDS .70.0-110.0 •70.0•110,0 +70.0-110.0 +70.0 -I'll JAMB 25 Equd44. 2a517.26.515 +70.0 •110.0 470.0•t10.0 .10.0-110.0 .70.0•1105 Egad411e 20.517-28.518 •70.0-110.0 •70.0•110.0 .70.0•ttao +70A-NOA .70.0-7/0.0 •10.0•110.0 +70.0 •110.0 +70.D -710,0 ae Standard ProMr 0.517.20.5f0 +ra.0 •110.0 +70.0-110.0 .70.0-110.0 470.0•110.0 40 Slenderd Profow 17.611.20.511 .10.0•110.0 .70,1-110.0 •70.0•110.0 +70.0.110.0 .70.0•110.0 .70.0•110.0 .70.0•110.0 •70.0 •1f0.0 EXTERIOR SASH eastern She 14.817.17,516 +70.0•110.0 170.0-110.0 +70.0-110,0 +70.0 .110.0 cud..Bhe t1517.17,Btd •70.0:In•70.0-110.0 •10.0 •11D.0 .70.0•110.0 .70,0-110,0 •10.0-110.0 .70.0-110.0 .70.0 -110.0 G7 HEIGHT Cuato,Surd 12.5V-14.516 +70.0 •10,0 +70.0-110.0 +90.0•110.0+70.0-110.0 Custom 81. 12,517.14.616 .70.0•110.0 -70.0-110.0 •70.0•/f0.0 •70.0-1/0.0 •7a0 410.0 •70.0•1f0.0 q0.0 •110,0 •70.D -110.0 SECTION DETAIL FOR ^� stteneal 11.37T•12sis H0,0 •110.0 .70.0-110.0 +7Q0•110.0 47D.0-110.0 � snensl 71.317.12s10 •70.0-170.0 •70.0-110,0 .70.0•110.0 +70.0 •110.0 -70.0-110, +10.0-110.0 +70.4 .11o,d .74,0 •110A Tdbat 33.206.37.535 .70.0•110.0 170.0 -B9.o +70.0 •173.D +70.D -D0.0 Teltul 7aAUB-37,6]0 •70.0•110.0 +70.0•110.0 .70.0 AIDA .70.0•11U.0 +70.0 •11D.0 +10.0 49.0 •70,0 93.0 .70.0 -00.0 WINDOWS WITH Q and too. 20.617.37.201 +70.0 -t10.0 +70.0-110.0 +70.0-110.0 +70.0 410.0 slandardc40age 2a517.33.207 •10.0+11a0 +70.0 -110.0 .00.0•110.0 +70.0.110.0 +7a0•110-D +70.0-110.0 +70,0 .110.0 .70.0 .110,0 LEVEL R3 REINFORCEMENT 26 1( EquWite a517.204616 +70.0-1t0.o .70.0-tlao +70.0 AM0+700 -n0.o Equa140a 23.517.2a.515 .70.0•1I0.0 .70.0•110.0 .70.0•11p.0 .70.0 •110.0 +70.0.110.0 +10.0.110.0 .70,1 •110.0 . 'u •ti0.o &GLASS TYPES 9-�8 d� 48 325 Cullom Bize 20.617-23.618 +70.0 •1IOA +70.0•1f0.D +10.0-110,0 +ra0.110.0 dp�5 Guam 9tce 2p.e17.23.af0 +Ip.O•110.0 .1- -110.0 •70.p-110.0 -70.0 •H0.0 +70.0•110.0 +70.D•110.0 •70.0 A10,0 •70.0 •110.0 SILL BtaMaud WoAew 17.6i7.20.af0 .10A •1W.0 +70.0•110.0 4T0.0-11010 +70.0-110.0 B1a1nat6vr01rw 17,517.20,516 •70.0-10.0 .70.0•110.0 .70.0•11D.0 .70.0•110.0 .70.0.110.0 -70.0-110.0 •70.0-110.0 +71.1 •nL (REINFORCEMENTS SHOWN IN Cwlae she 14,6t7.17.5110 •70,0-110.0 +70.0.110.0 .70.0•110.0 +MD •f10.0 Outiomshe 14.617-17.515 +70a-110.0 .70.0.110.0 •70-0-11D.0 •70.0.110.0 •70.0-va0 +70.0-11D.o +7D.0 1112.D .70.0 m0.0 FIGURES ABOVE APPLY TO Qutone eh. IZOI7.14.510 +70.0.110.0 .70.0-110.0 4T0.0•110,0 +70.0•110,0 Coal-Sae i2517-14,516 +70.0-110.0 .70.0-iISO +70.0-11D.0 •70.0 •110.0 •70,0-110.0 •70.0-11D.0 +70.0 -110.0 •70.0 •110.0 FLANGE$BOX/EQUAL-LEG 6Mnetl 11.377-12.518 +10.0 •110.0 +70.0•110.0 1110•110.1 110.0 •111.0 sho t.11 11.3R 12516 .70.0-110.0 +70.1-110.0 •70.0•110.0 •70.0 •110.0 -70.0 1-110.0 +70.0-110.0 +70.0.110.0 .70.0 •1100 FRAME TYPES ONLY.ALL TA3ed MP511a41A44 +70.0 •1100 +70.0-flap .Tao-1100 +70.0-110.0 Tahiti 23.517-41.644 •70.0-10.0 •70.0.110.0 •70.0-110.0 •70.0-i10.o +70,0-11D.0 470.0-110.0 •70.0-110.0 .TgA -ID5.7 CONFIGURATIONS APPLICABLE.) BfaMalCouago 31.61T-35.516 +70.0-11oA .70.0•1fa0 +7a0-1t0,0 +70.0•110.0 Standard COaooe 31.517-36.516 •70.0-/10A •70.0-110,0 -70.0•ilD.0 «70.0•110.0 •70.0 -9I0.0 +70.0•110.0 +700•loBA .70.0 •iD3.0 Equo"l. 26.517.31.310 470.0 •110A +70.0 410.0 +70.0•110,0 +7ao Alan Equ�llle 26.517.31.516 +70.0•110.0 -70.0•440.0 470.9•170A +70,0 A%0 +70.0-10.0 -70.0 A10.0 +70.0-107.0 +70.0 -IOU Stsmard Pmla 23.617-2a,6t0 •70.0-110.0 .70.0 -11a0 470.0 -110.0 .70.0-770.0 Standard Pmfew 23.517-26.516 .70.0-110.0 •70.0-110.0 •70.0-110.0 .70.0•110.0 •T0.0-110.0 •70.0-110.0 +70.0 •110.0 •70.0 •106.2 02 D tam size 20.5f7.23.510 +70.0 •110.0 +70,0•110.0 .70.0-1101+70,0 •110.0 62 Custom plat 20.617-23.516 •70.0-710.0 •70.0 -1f0,0 .70,0-I100 •70.0-110A 470,0-110.0 -70.0-N0.0 •70.0•110.0 +70.0 .107.0 Pula.silo 17.517.20.510 +70.0 •110.0 +70.0-110,0 +70.0•110.0 .70.0-110.0 C.M.9a. 17.617.20,616 •70.0•110.0 •70.0-710.0 •70.0•110.0 -70.0 •110.0 •70.0-1f0.0 •70.0-110.0 •70.0-110.0 +70.0 -109.6 C.M.Bho 14.517.17.518 +70.0•110.0 +70.0•110.0 +T0.0 •110.0 +T0.0•170.0 Cudom pee 14.617-17.676 N0.0-710.0 •70,0-t10.0 •70.0•110.0 .70.0-t00.0 •70.0-t02.6 •70A-100.9 .70A•t00A .70.0 .100.5 anla.sn. IZA17-14.5% WD.O•110.0 -70.0•tiO.O +70.0-110.0 +70.0•110.0 a"..Shfi 13,017-14.619 +70.0•110.0 .70.0•110.0 •70.0•100.2 +70.0 .100.7 •70.0 •97.1 •70.0 94,4 +70.0 04.4 .70.0 94.4 GLASSTYPES9THROUGH Swell 11.004.13.010 470.0-1104 +70.0•110.0 +70,0-110,0 +70o 410.0 Bhoda61 11.054-13016 .7ao 210.0 .70.0•110.0 .79.0 •IOZG .70.0 P7.0 N0,0 93.3 •70.0 9a1 +70.0 .00.0 .70A .00.0 16 MAY NOT BE USED WITH Telleat 39.617-MAW .TO.0-110.0 +70.0•1MO.70.0 4%0 +10,0•110.0 TeI4, 3B.6f7.41.644 +70,0-110.0 «70.0-110.0 .70.0•110.0 •70.0•110.0 .70,0-110.0 •T0.0•110.0 .70.0 -1015 770.0 9a.0 16 MAY B INTEGRAL Cuabm Site 38.617.39.61e +70.0 •110,0 .70.0•11Q0 +70.0•110.0 +ra0•110.0 Cudom Sue 32617-3p.810 •70.0•110.0 .70.0•110.0 .70.0•110.0 •70.0•110.0 .7ao •1t0.0 +70.0-110.0 •70,0•101.1 •10.0 DO.3 pIry FRAMES EqueNne 05.617.38,516 470,0•11010 .70.0•110.0 .70.0 4%0 -MO•110.0 EquB.m. 35.e17-30,515 .70.0-110.0 .70.0-110.0 .70.0.110.0 •70.0 •110.0 +70.0 •110.0 +70.0•110,0 •70.0 -f00.4 •70.0 05.0 75 adorn St,. 32.617.35,610 +70.0-110.0 +70.0-110.0 +70.0•110.0 .7110.1100 76 Cud0m5b6 32517.35815 .70.0•110.0 .70.0.110.0 .70.0•iIo.0 -70.0•110.0 170.0•110.0 .70.0-110.0 •70.0-100.7 •70.0 •95.2 Standard Profow 29.517.32.516 470.0•110.0 470.0-110.0 +70.0•110.0 Ina •110.0 Staedsfdfooelw 20.511-32.510 ?0.13.110.0 Na0-110.0 •70,0-110.0 -70.0•110A +70.0•110.0 -70.0-109.6 +70.0 •101.6 •70,0 95.1 c4elo.at'. 20,5f7.29.510 +70.0-110.0 +70.0 -1f0.0 470.0•110.0 4ra0 •110.0 Cudome0. 26.517.20.618 +70.0•110.0 +70.0-110.0 +10,0•107.9 -70.0•102.4 +70,0 mg .70.0 98.4 .70.0 9- •70.D 1 98,4' Shaled 26.510.29.516 .70.0 410A •70.0•110.0 +70.0 .110.0 470.0•110.0 sh4deal 26518-28516 .70.0-M0.0 •70,0-i1D.0 •70,0-1D4,6 •70.0 9D.1 •70.0 95.4 .70,0 -02.4 •70.0 924 •70.0 024 Equal9t. 39.517.41.044 +70.0-11010 +70.0•110.0 +70.0 •110.0 .70.0-110.0 Eged-010 3IL617.41.644 •7D.0•I10.0 •70.0-110.0 .70,0 A10,0 •70.0 -11a0 M70.0 0•109.9 •70.0 96.7 .70.0 91A 6. Cuatam 6lxo 03A77.3B.670 +T0.0•110A +70.0 •1/0.0 +70.0•110.0 +70.0 •110.0 Bd Cudom auto 39.517.38516 .70.0-110.0 •70,0-110.0 •70.0-t97.9 +70.0•1024 0 9d4 q0,0 96.4 •70.0 91.8 Standard Nulaw 33.818-33.518 +70.0•110.0 +10.0•71Q0 +700•110'0 470.0-110.0 standardlerotlew 3a018.35.616 +70.0-t n•70.0-110.0 •70.0-1026 •70,0 97.0 90.1 «70.0 -00.0 •70.0 90,g rRODl7Ct RGVISr+D 01.78 7.0¢I ^ -41.ed4 +70.0•110.0 +70.0•t10.0 +70.0•I10.0 +70.0 •110.0 81.79 Telle6l '• •d1.8d4 •10.0-110.D •70.0•110.0 •70A-1026 •T0.0 91.0 -00.1 .70.0 9D.0 +70.0 -0O,D a9e0It1p1yinB with lfmFia7ida SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. 13ttilding CDde "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT.60.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT- AangplWnee Tb 1�a7•El �2t) {I'.• •' •r% Revised By: Dato: Rsvisfon: it E I"n Dalo ., Rsvfasd By, ODte: Revtsfan: tennmi )ado I'rodttci C 131- Daa.riptldn: Drawn IFF 1)USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME. ., tot• DESIGN PRESSURE TABLE J ROSOWSKI l'.i,S,.� 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. :11: ' 1070 TECHNOLOGY DRIVE Tieo: Data:N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN •• ••• (941)-480-160D ` ON THE TABLE. •'i Series/Medet: - Swle: Sheol: Or0w7n9 Nd. Rea, A;LYNN MILLER,P p!E.#6B766 CERT. OF AUTH. #29296 SH-5500 NTS 7 OF 13 MD-SH5500-01 A m o m m m A o'�o Id o m'ep _ ® 0� dDRU0180180.09800100 OR 0900000 g8 8 ©�1 ©d�©A�©©pQnd13H©©o�QO©©0©UA©HHQ©aiflllfllO�©01©1©plfll©ODiold©OQQ O11QOFfl1O©©o©fl Ofln ©nnfl O®fln©© Bun ilFlflEi©[1F#Q©n©QQEIEiQ©i�©©flQ©©,Elfl©QFl©QFlF7©©FIFI©n©©flfl©©©>�Ei Afl© pp OpflnQQQOaQ©1ln©Oil©Oo1lQn©QnflfloFlflilQllo©oil Q, Aflfl E�nflnofloofl®©©HHEIRiFln Ulloopu©l Oflonfloannoil©nounflfloQElnBoo©popo©®nfl[i®IE1Qr�1�flQ'Oflfl ©nnnoQ©©F]®11dr�i-r�lE�©��11fl©Buono ©©�©Qa©©0©©000©1©1�d1©1L1�1fl1©©MBEIDEVER BOB rr� iD © nlrl©a©© ©©flfl©©apQQ©®©nfllalnfliitiQilFiQi7Q©©QQQ©il©ilFl©iiQ©©;©Fi[l©©D©©©©Q© ©©a©ofo,1�©©®©©©©©©©i]©©©NSIROd�fol© ©©ifl!©Q©©a©©©©©©Od©o©im© 121313©©©©n©i©l© fl©o©©op©pp©p©©©od©©©©©ono©©©©o©�o©dg�© ©Ad©©©©©©©onsdn�©;mod®®�a�© ©©© ilnoQ©ofli3flQ©flfl©flfl©flflQfl flfloflfloflflflfl©flflflflfl©©©©©©floQ©nflflfl,©©©flaflflflQfl©© oilonamunnoflfl©flaflfl©aflBflflp flllnIN OBSERVER©fl©©ppQi]©©©©©n©©nfl IDIVIS l3aflaflODD �$•��67©flail©nllilon on no 13©Qfl©flnanOunn"flflflflfl©©©flfl©flfl©©Boa©DBflflQin fl©© onnaflilaflan©floBQnflfln©©a©pnnBOnBfloflflo©©©©©o©©©Q©©a©Oif©ooi]QO©©il©©o©flo11© i ©Bn©aoaafl©"Bonn no an®flint©© ©©©ad©©�ili1�©©©©fl1B1�fl©�©©©'d©©©©©©©©non 1©©©©Opp37n,fl©©Banana no Hunan 1113n©flo©flfl©©fl©flflBflflB©©BflnaflO©©fl;aflfla©flQllflaflfl flo©©aa©©©flfl,©BOB flflafl� Bun©fln'aflfloflfl ]an Buonollfloc©o©QQ `,qfl©flflFlfl©flfl�floflBoa©floflfl,aQQElfl©©fl ©llnilfl�B�7fl©37©aan "Bin fl©flwon ©Q, fl; flfl©©qp©flp©©© flB1l1lO©flfl,©©QF7©flllfl©aQQ B©Qno ;a on ©p:©LQ7©oE©1BananaQ;��©wonO©©�©©a©Onunalu'an©U© Blom 13 n ao'B©UEN a©aaQUll Ho11©©unnunnQ©"a BUQ©flflflfl©©ofl©ofli]Q,QB"Hanull ,non Fs © flaO'fl©©©11Q©©nonan ©pp©flQQQQfl©©Q,flafl113]11Q©©QQ©fl©flQ©nflanflISQF1��fli1a'non fl1lo©©oBflfla�lflflflQaQOfl11fl©floaflilflflflfloflaflflofla NUMBER noflaQ�e��ilflfll©flfl ©E1i1flQn11©13© flflE1Qa flaQ37fl©Bunn"fl©,a©fl,flflflADDflQk7a©flill3ogflQ.©©QQUlm 11 nun HBO©flfl©flflBflflaflfl flfl©afloa�ofl�fl;aflQ,flllflflflfla©©©fl�a©O 11Qailfl©flfl©flfl©©© iY3i7©fl1l�fl©dEIf7©fl:©F1Q©QQflQ©11©OQ Ofl F7,1!©fl©QQ©�©©Q©©© Q©oflflfl©©fl©flfl©©fl©QQ ©©flfl ooflfl;©flflflflQfl©©©fl©©flO©©Oflflfl;B0 Boflfl Bunn noflllnunno 7flassonaflfl lflonaaQflnflQn all flaflfla�©t,na[!flflOQ,QOflflaQQ3l©QQ©flOflQf,ofl000OQflaQQMunn" 13MOflDD'Bafl;©afl"a©aafl,fl© anoounan afln©flaflflaanounaBonnonan aflBHu;nan Memnon©Bfl;iloQ©©©©©fl,fl©©©ppflnQ©ila©11,©©fla©©©© pflQt7unanimull"Gaus B a E7©F7 �Z Baofl©Oipplaflii��fl©flflafl�,fl©©©flnaBoflflfl;QflflaElflil®©©fl©©umnal©ooBogBI3 to a Elafl ©Ro©e�1!©©o1]Ad©©©© ©fl©A�OifllO�©©©©ADDADDADD©©©DO©ifl#®g©�©©�©©Qanna©g pl3nafln;a©Da©QOnilafl OilflRf"nuounull ©©,a©Q©©anfl©n"Unn © 'mannuflO©fla©n Bonn no non ©Rlflonflonam an an Huflanflnoflonflflonallan lElflaa o©anEln,ilflfl,aflfl;ai3©iaa©all a nags ull no nun .7©aoflsJn,flaflflaQ,llafl,flafl�fa�°1111o©aollan on go in n©Banana©nfl©aflflaflflaflllnfl ©aniloo,©a©©aflfla©©a©©a11Bnuonnuaa,Bofl,©anflappB©ap nnaaaflaa©aflflaQilaflfla ©BmafloBBflaBunnflaa�a O©©flnBBOBElfl,i]o©©flflQ©©E1flEl©�nano oflaflaBflaflQi7aflil© E non©flit©©©©©©Bfla©i AlIn1311n11©nnnil©ilF1d©afl nano"BBn©flnfl©flBaflanflflflBunn BBnflafl',flBflaaQBaflaBB,aB©© annual©Eno HEp pp© flflflBBnaaoo©fl,sB©I ©pflI Q 0Bn ait.gfla i109p161p a anll�fln an na an IS r1©8afl© un flanaBanon fliu n°©iunFlan �FOfln�t7O,�ofl��Ofl OOno "nun jEI©�flflpnil oQn�flo�Bfl;�Bfl;anflO©flO©fl�BnnBBn17flo11flnon on on ,�©QaflDO©fl dd ©;Rl�Efl1'��BOO©nonu!nno Aannann©ono n©�0©��©p���OO�a���©'O©©O©©��� . ' '� m � m m S a ra d 0 NUM Raoul01B0Oro I�0a�880go0�0010080 0108o08"eHull ® o©©o©n O©E•o©©o©© 000a©ool©©oH�D" 13130013 N"U 0'®o©HBO©AOoa©©F©ioHIBEIR©©©©ome©a©BoSa©a©©©d©�©©©m Bonn 13 HIM� nn ©©oQQo©©Q©© SanHnnonoo©QOODO©Oo©O'o©no©Q,oIM[1Oona©© »noQnononp©Qo©©000nnonnon© 13 o pp pp p p � SaO�©aF!©©aadF�0 H©'Qnfl ©O"nuun�oO°�A�i©DEl®tQiO©EQii]DO©aS!©©®®®©©Eln©©®©®!]®© � .HUBBUB©© ° noun" pnn©p©a�fl©�ooi°ao©onio'©o©,o©©©n0000n©©o© ©a�©© ©© ©©©©©©©©©©©©�i©0©©�©�7©©©©8©©FI)©HQ©Q E1©QO© oflnoun ©©o ©USSR aBONHIIHo ©© 13 13 n©onnnn©nnnn ©D ©©©na nn MEMOO © p©OnO©©O ©© 000���Inova©no©Qoo o©S©©©u 'o ©og©©S©"nun ©no©oo® ol©Qo©000©o©©n on Ian ©© �© ©©n ©�EIMa ©©©©Ada©©ap©S'H0�©© QaSpQ©dQa©oa©©©©©©© ©UMOUil;©ai1t7�F�E]©QOnn©n1DOD©O©©©©©10 [F �aFiO©©o,o©©©p©©©QQnQn©n p©o,©od;o©n,O©©p�©Qp�7©QOQnpnnOonD©nnn©©©©©ou©OpQQ© ©©8©�a©o�IoFnJ;OBounn"0110 ©o'®EolQ©©©!©d�E�©AF!©©©aOnQO'R©�fl©flu�A,©0 Bunn ®©© all MUGU" an a an on ofloonflu on on nun aulau"Blan � IM©s a©Q©aflIM©�©©AUna"An©S;©Hd,o©©©©©b©A Po©©n©©ono©o©©©©©©©©IMP°'©©©©© [ ©©�ldd,©Fl�EI©©©unE©7©O.©©O©©©;©F!©©Q©©�©©©©©©©�•7©�©©©p©p©©©©©�f©©©©n ©©�©©�d©n©©©©©©AO©©©©pnOM©"no�]n',©OEII©�©©©a©��©©Op©�©©©©E7©©©Q©�©©©©©� ©© pppp©© ©©©o©©o oon'On©© © ©©OE7©Oman©n©Fn!UnaHIM©p©©nn©amon no and©©MPHO ©©©pQp©©0©©0©©O©©�7©©n©©©oE©n an iQ aa��©SHaDWMINMMIGUMBIBUBIBIBO©d�0©©;OFnlHU©©©o�©OO©Op©aE©!p©QOaF©]naaH©©o a00©mononeAaoBeg©©®He ©© �OQODnoOQQpo©©oDnonQnnu[fnO[onaefluO,L1©©O©QaF1QDQ©�IE�O 17000QO©OR10nKlF!©Q013 �iEIDOORI n©OOFQOE1©OQ©Ll©©OHS Fn1aQ©aaDO©'©Od®S©©Q©©d©©aa©Da©0©©H©©nQ©©O©©a© �E BUBO Man©Whin enOni F EyOi1�1OAnuo"ann INISOQ:©OQonannu fla"'onumnannnoOng u umoOQe annumann©©_Opnne+no•IiIQ©Eln©©n©oann"H©oo©n©un fl©mmou ln©n"" ©del©oo©niJ Qoman aQ©SHIMQIMaQOHQD©A,H©Frill©a©©OQ©©aa©©©IIJ©a a©pPIN Gon HUR©IGHUND©0©uouna© � nnOnounnQHnan©©;o©n,nnFl�/[1ilO©oOann©no©©o©F1'an" no,n�pnoAMINUMN Qno©OnIMF! none OaA©©©�©©;O©©HIMa�©SD©S;O©©;O©QO©Qguounnounumeo�©�OO"�©OO©QO©MOEn1©0©aad©H©� nun no E1000000 Onni�nDOn©OOQ • Him ���a0©0D.�o�©0O DD0A8D D0O�D Q_No 0, reorgo rpolo©a 800 0O, 10000a1QQ0arwmA Me 0©0o1l700018v0 0Q ; ©� o©oad©000up©flood©©©a©o�i000nnooloii�iooA©©lai©00000 0000©©o©oo©©000ao©woao �"J�1Q©O©QQEfQQQF�R7QQQ©EiQ�QQ©OAEppiQ©QF]QQQOOQ©QOQ©�!Q F1E]d000QQQpQQQ©QQF#F]QQQE1 �0©oA©©oEppIE�pOp�pgEpp7Ep!©�©©�©O©Di/o©aA©OEQ1©©©©©La1©ODD ODOD©add©aoaDaa�©Q�dO ©QOE1Q©©©aO©©©E7E1©©©ODD©Oo©OpE1QQ0©©Old©al]E7�aa Ol�flOO©©DEl©©lF�aQ©®o©on"© ©DO�Io©ODD©©©Da©DOD©©Q�il7OE11©l7©OQQQQ®ESE! 0�7 0 ©© ounnu0©© QQ©Q©©©©© ©E7aEl000EI©QQQQQ©QQ©E�QElaxQan ©DO,ODD©QElQQ©©©©©©©ODD amunuumuna aoO©aaElaOE!OQQO©ElOO aODaa©aaDOa© E7aoQQaQQE1E7DOD EIQOQQ oEia©©©©©E70oaoa©oa©0000©ooEaQoo QEaQQaQoa©oao®oa©000©©000 ow©o Ela A©©EEEIQE! QE7ElQ©o ff flag QE7o©©©©DE1©E)EiOa©©O©ElOE�©E7oElQ©©©©©©©00E7E70a0©©© MEEMMINKnao©Eoi©aflo©©o©Eoaa©aa�oo a©000©on®©©©©00000000©andana©©©©©©©©©©o©p©©©© n�pdp©pp©°oonnoa©©a©©Dpa©©pDO©�F©] ElO©©�E©J one,©©©fl00flpp©aO©©©0p©©ISM ® EEaBug DE1©Ela©©nnuo O©aL1a© p0©DpQpOglaflq�ga©©©DEall7ut7®E1QE7®®a©© ©©©©©©©©©Q©pQQp©ppapa©©©pap©uuuuuuu © poQaal7®®®Q®°©®®©©©annuounn oE�©© ®®aaODa©aaFaiEyEEElE7EinE1E1al7Oo a©man©©©©®©®©©©©nouns a ©© o©©© ©®oo©©© an noo©©ooQo©©©oEalaQl�EaQ��i�i°��°i�©�a�r©°ii�©®�i�oQa�aoo.oQ©�aoo©oo©©Qo©©AQ© Ron on ® �©o���®®��®�aaon � o® EaooEaooaoao®�°i�ioo®®®�ii�i°©000aooa©oaQ nou.unoaoE,00Ea0000©o©o© ©n©oo©EaiEoiiaoa oE©io Eai©©oaoEoina©©o©©000 000©©©©©©loib°�inon�'i©©©oo flaa�aaaaaOE!©©0©©daaaa aDOE7ad©©aDaaao©aaanna p©©©O.AQ©DElna©aa0©©©Dano u �;©EiO.AE7QE©JE!©©©©©©©©Qunna Quoanuo©©©QE7YQoaEEaaEla aEEOElQQ©E]QEEEE©©ounou©on a,©anouEEEEaan uno©oo©o©©oo©a©na©od©000ao©000 000©ova©©©©©ooddn©©o© aEaOoun ©o©on000©onaoa©EenE"""i©©ov©Eipoo©©0000°�00000©oovoo©Eaoao©©©©©©©000 ar ©©�u0000©pp©©o©o©a©©©a©E,aoEa oaoa00000000aoA�pauun o©ovd©ooA©©©©a©o�$©000 ;DDaAO©DEE©O©oOaoO©©00©ppDa�O©QpO�a00auuuuuuaa aDa'aa©a0 a©Qo©oa©0 Fa ,0©opoapODO©©oE©!o0©auno L�oOn©©LpraiDO©oa©ao©EoiQp00 OagaonaoIlaooa©ooao�O© �E 7EEanE/aE]ElaE7aa©DODAD©uuu©©aa:Douuuuu©qa0©Q©p00© a laaaaOE7E1 E� OQQaElaaEs©OQ aOa©OE>lF�a©a"'BUH HHUR00�7ad000a0©E1Opapp0pp0p©A©D00p0p�0pp aaOODD©�A�©a©aQaa0a00 ,DDOp©Da000apapOp©�rOa+apQppoOD DOd'Opgp00paadE7L7OE7aOaL�aO®Oman ©FalnEoi©ODDa©0©0©nA paa,aqual ll7UUNHU loaaE]HHUR aEJiIO©E]aaElaElDaaEloaaoaa OQaR�DOOODaaE7aaAaaaallE7 ,a Oa©Qa©©OOQaQE7pE�QQ©©a0p,aaQ�QQa17000QaaQOOa OE1gaEJQODE�a Q oa0E1a©a � aodnooeo©000aa000©aoo a©ooadoa0000000000000 oaoaoiEoi®o©©©o©ova©©ooaao© nonnono©nadnaoanaaan ono'aannanaono©l©ion©noa onoAaQoa©ooaAoo�n©aol©i 3.500' 3,500" 3.500, 3.500" -�{�-t- .062' �'+- .062° ��+-- .082° .082" 1.483' 1.483' _ 1.483" -- 1.483" .070° --►-I�-•.- •OBO° 1.184" �•+--• O .715' .070" .626 7 J-CHANNEL FRAME --•826 __ 'FLANGE FRAME - - - -- - - FIN FRAME --- - -- --'��EQUAL LEOFRAME-�--- -_ -'-- "' --'- -�-1.185'z_�-•_ �_ _-'7}'- _ .150"_: _ ®e 1.375" O HEADMAMB 7` O HEAD/JAMB 1.375° O HEAD/JAMB \_/HEADMAMB LIGHT SASH I HD SASH T i � 23 REINFORCEMENT 25 REINFORCEMENT 3.483" 3.483" 3.483" 070" 1.182" [+- -►I�-+- .062' 3A83" -►{ -T � .0701, .062' � �-OE•+- .062" .082" .791.I^�1.p36" 1.041" U U-L L 130" D 2.444' 2.444° 2.444' D �{ 1.331" ��- III^^II \\'`�''I�--IIIIIInII I11^\�' 207 1.340" I+- a r2444" JREINFORCEMENT STANDARD HD MEETING WUL IQ j ��0�0 -� � Ll� - ^ I 26 REINFORCEMENT 27 O� 1 REINFORCEMENT 6 25.-7- 1.37G' O FRAME SILL 6.25" FLANGE� `J FRAME SILL J CHANNEL F1'376" SILL FIN FRAME Lf� EQUAL LEG --LL t I O FRAME SILL �- 1.872" -►{ I o1.641" 1.215" 1.830' 16 j . 1,378" II1 2.100" 2.176" . I 1.472" BEVELED I 1.565" 066° o O66 376' :�61974" � - -- ..JIII 341I 7 . . .35G' .590 471 90 U 1.000" 035" .050" 070"1.231 06 FIXED E 8SASHSTOP/ LIFT RAIL LIFTRAIL 6 SASH RAIL COVERMEE7ING RAIL INTERLOCK - 21 NTERLOCK 22 INTERLOCK COVER INTERLOCK COVER PRODUCT REVISED 1s complying with 6w 8k;;1g *iilding Cole �• Aaceplanca No 115-074. fpinitlal.Dole 4 Q I "I Revised 6Y: Dote: Revlefom .316" •-�{-'1 ,300' ',( 'w.%/,.';'. Min nl)adaP1mC onROF- Revised By: Date: Revleron: cJ - II II.754" .750" .035" -►{�� •025" -r•��+�-f � '1. ,•• p Desorlptlon: Drown O72 LAW 10 81 EXTRUDED 82 ROLLED I l I H�jy ; ;; WINDOW EXTRUSIONS J ROfiy:SOWSKI BEADING SCREEN FRAME SCREEN FRAME '(;.'•, !.1;;�Ic>r' .'''!•:;• 1070 TECHNOLOGY DRIVE 7rtle1 Data; ,.;,;;r;;r•,.'',;'' N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 •"/ 1;�;i.' '.�' Swfss/Modal; Seale: Shoat: Wowing Na Rx. f(I1YNNIMILI.I1 P.E. P.E.068706 CERT. OF AUTH• #29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 A TABLE 12: TABLE 12,CONT.: SILICONE HOT-MELT BUTYL SIII of Material Bill of Material,Cont. STRUCTURAL SILICONE # Part# Description Material # Part# Description Materiel STRUCTURAL.YL1!4"NOM. FOAM 3/18"NOM. 1 22010 S rig a ung rams ea am s- anne PVC 720197 Auto Lock Mechanism C Steel WITHPOLY OB TYLENDESICCANT WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc WITH DESICCANT DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X116OPTX #6 x 1-118"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame 8111-J-Channel PVC 49 720200 Auto and Sweep Look Keeper Cast Zinc 6 6201DS SWDH Frame Slit-Flange PVC 50 76X34PPA #8 x 314"PH.PH 3DS Keeper Screw) SS 7 620107 SWDH Frame SIII-Pin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC INT.GLASS INT.GLASS 8- -620108 SH/OH Frame Bill f ual Leg/Box - - - -PVC - -52- 420182 L/R- Pull Ralf nit'Latch-Corner Key, PVC 14 620131 Fixed Meeting Rall PVC 53 7634PHFL #6 x 3/4"Ph.FH SOS(Corner Key Screw) SS KODISPACE SUPER 16 620129 Sash Rell(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 7s 4SG TPS 77 SPACERD NXTTm 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 66 720207 1"lilt Latch Spdng SS 19 620156 Pull Rail Interlock 6005 T6 At 67 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Pall Interlock Cover PVC 68 720192 Metal Tilt Latch Finger Pull Cast ZJnc *REEMENT pOLYISO- DESICCANT FILL AREA BUTYLENE 21 620157 Beveled Interlock 6005 T6 AI 59 420180 Pivot Bar Comer Key PVC -5116^NOM. 22 620145 Beveled Interlock Cover PVC 60 720208 Pivot Bar SS SEAL BUT SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Zinc DESICROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FAINLESS STEEL 26 620153 Standard Meeting Rail Reinforcement 6005 T5 At 65 7834FPT #8 x 314"Ph,FH SOS(Pull Handle Screw) SS EXT.GLAS 27 620154 HD Meeting Rell Reinforcement 6005 T6 AI 66 420188 Bottom Latch Strike Plate Cast ZncEXT,GLASS 30 61644 Weatherstrip,.187"X.270"Fin Pile 67 7858E #8 x 618"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190'X.300"Foam Bulb Flex PVC 72 720135 Laml I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPlle 74 Backbedding,GE 7700 or Dow 791 SiliconeSS INT GLASS 33 61825 Weatherstrip Plug,.220"Flnseai 75 71646N Setting Black(718"x 1"x 118"),65+1-5 duro. EPDM 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum DURASEALO XL EDGE'm 36 7MTHPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 41O SS 81 61011 Roll-Formed Screen Frame Alum 8SPACER 7a SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 At 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720 00M Constant Force Balance 64 47041 Screen Comer Key without Pull Ring X2 PVC 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) S9 85 76ASPM Tension Spring SS 42 Spiral Balance 86 5181OC48 IScreen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635161614 .140"Screen Spline(Machlne/Hand Rolled) Vinyl 44 78X11 FFPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 41O SS Part# Description Material 76 Kommerling 4SG TPS Spacer System raionucr RSwsaD 77 Quenex Super Spacer nXT with Hot Melt Butyl See this Sheet t0f ue cantt>lying with am Ftarida Iiuil4iaa Codo t�„�-rrQ�. 78 Quanex,Duraseal Spacer Materials n�aeprancarto 03 79 Cardinal XL Edge Spacer ":;: Ravfnad el: Dote: Rtvleron: 4�pmnlanDam 71�2b REFERENCE TEST REPORTS:FTL-871 7,B968&8970 I' '�4i,: •' J R 06/05/16 A)ADDED SPACERS B� - •�� ALaud lndo Product '�''• R•vfeed W. DOw Revleloe: ✓� DesoNptiort: Drawn W, i BILL OF MATERIAL(BOM) J ROSOWSKI 1070 TECHNOLOGY DRIVE cafe: Dote: NOTES: ;,;, .•':.r:,\C` N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 '' - (941)-480-1600 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. ��`I% •` Sorlae/Model: Srnre: Sheol: Omwing No, Rev: 2)ITEMS 4 9-13,18,24,28,29,34,39,61,62,68-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A Lyp:E.N LL8 06 P E CERT. OF AUTH. #29296 SH-5500 NTS 12 OF 13 M D-SH5500-01 A i « t I OPT.SWEEP LOOK �\ 46 8 OPT.AUTO LOCK 47 /- 20 18 \\\ 57 OR 58 46 B5 ^� 61 OR 62 45 OPT.PULL RAIL 21 82 OR 44 11 INTERLOCK& I i 66 -p — — - B8 87 - OPT. 1 BEVELED ((( MITERED FRAME WITH 21 INTERLOCK T••„ INTERIOR AND EXTERIOR 16 o &COVER FRAME WELDS ( O 18 •, 54 72 X4 ( 1'"•• 72 X4 78 53 „�. 80 OR 81 50 All 1a vN° SCREEN SO BP-•-' p.......H.S•.• 49 ` 6D OPT.PULL HANDLE ASSEMBLY �`� ea WITH LATCH DETAILS 40 BALA 41 CONSTANT FORCE b, `•• 85 16 B2 OR 83 • .'; NCE ORLL 40 OR 0.3 42 43 SPIRAL BALANCE HANDLE 63 16 87 C> \ MITERED FRAME WITH • �- GASH INTERIOR AND EXTERIOR \�f 37 ASSEMBLY FRAME WELDS 88 DETAILS -' •�� 38 EXTERIOR 63 38 .............. ,,..,-._._._ A7tACkFS tO�.' 63 r•s sa 'th tIW fitprtdu• vssstlQJ g Cade � 6 ...... rapiralkm lmuvi Na 16-0 FRAME `•,, i,,�',� �.,�•, eneed ate. vislon, ily ASSEMBLY .., ;.•".,: >nde4 tt3 B'fn •hxism' DETAILS Revised By, Date: Revislon: '`•.,. ..... ::: ® Deeodptlon: Drawn By: EXTERIOR EXPLODED ASSEMBLY J ROSOWSKI NOTES: (,� �'�� �g'.;�i``1 1070 TECHNOLOGY DRNE Title: Date: '••.•. .,•., ,,,.•, .,:.:;?;•� N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/16 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. •.....• .. III 2)J-CHANNEL FRAME SHOWN,PARTS#1&5.OTHER FRAME TYPES APPLY. '•• •. - (941)-480-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. •'�'/i„'-�" ' �� Serlas/MH- Seale: Sheet: orowing No. Rev; 4)USE EITHER SASH TOP LOOKS OR SASH BOTTOM LOCKS, A:IYNE.0687 MIL 5 P.E. CERT. OF AM. #29296 SH-5500 NTS 13 OF 13 MD-SH5500-01 A P.E.1168705 s�