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Property Information fi Building Information Owner: Wayne Arnold Wind Zone: 150 MPH. Address: 680 SE Hidden River Dr Exposure Category: B Port St Lucie,Fl 34983 Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk Category: H Design Pressure Calculations Opening Location DeviceDevice I Device Max Positive Max Negative Number Zone Width(in)j Height(in) r Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 41 57 7 27.6 -30.1 ........ ....... - - ......... . ......... . .......... ........__ ..........................._.._.... .......... ......... .............. ..._....... 2. .. .__..... Int 41 57 7 27.6 -30.1 .................................._. ....-1 ........................... .. ..... ... ...__-.................. ....................... . . ._._.... ...................-. ......... ................ ........ 3 End 41 57 7 27.6 -36.4 - I........--- _............__ . ... _... _ ....... ..... . --_..... _..._. _..._..... 4 End 41 68 7 27.3 -35.8 _..._ ..... . . ...... ......-- _. .__.........._........... .......... . .........._.. ......._............ ___... ....._.. ._......_......_..... ......... . .-.............................__..... 5 Int 41 68 7 27.329.7 ........_. . ................... ... .. ....___ _._......._. ....._.__....... . ...................... .._....... ._...__ ............ __-.. 6 Int 41 68 7 27.329.7 _. .....-- . ... .................................................--- .__... . ._........ . ........ ._. ....... ........................................... _ ......... . . .. 7 Int 41 68 7 27.3 -29.7 .... ......................_ ... ........ .. ....... . ..... .........._. . _.... . .......... _._...._. .................................................. ......... ..._. ___.. _.... 8 End 41 68 7 27.3 35.8 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 t S E v xe'jil)ry TIC. x if,a ilmt �_. BCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links ' Search r�t PIP {� :,",;Product Approval USER:Public User ?� rodurt,t.rpro:a E•7�;,nI;>Prca.:a nr rt..^.^. arch>Av*4i_a.'l�ri_I,i t,>Application Detail F: FL# F.L239=R24' Application Type Revision Code Version 20-1 MW Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGlxIndustrles Address/Phone/Email 1070 ethnology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category in02wws Subcategory Singly ung_2 Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval i Date Approved 09/08/2016 Summary of Products FL# Model,Number or Name Description 239.1 SH-200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes Approved for use outside HVHZ:Yes i Quality Assurance Contract Expiration Date Impact Resistant:No 09/01/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance 1:12,;.`:.+....._t2;+____.., :`,r-5.:.!.2.�1_ (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH-500(Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL)31. R2=__ Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Design Pressure: N/A i Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance ; L2 Q R24i' -0 t,1.2,i.2b. d! (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. I Created by Independent Third Party: Evaluation Reports ——�-- Created by Independent Third Party: 239.3 ISH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes =2? i._ _ _" Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance 1;:2:ii,_.a>€ 16-0714,0 ,tx_ —.._...._s:..c..........._ (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2,'S_ 4 C CAC 1 ;-0714.06.>:f _. . .........................._................................................................_.._.. Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 1224 11 16-0714.06.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 239.5 ISH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes ;t, ,; ___ 1 t_?,01'1' 4. __ .__ . Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance =E,21._9 1.24 i' '.'6- 1.�-_;7..._ (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use !Certification Agency Certificate 10 Approved for use in HVHZ:Yes ' FL.`3>,*.._22.;...C C_rte..._i_:_!r 14„}2._; ' 7 * Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 105/03/2022 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance I FLL2_ .__ _G4 ” " `'7 ' 02 - -..._..__._._..._.._...__....._.l.__._ (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.7 I SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use I Certification Agency Certificate Approved for use in HVHZ:Yesf ,:: i L,t. _._.::..: ......_...._.a:-........._.__..........................._....._....._._.. .. ......... Approved for use outside HVHZ:Yes j Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance F(%,;> i.,._.'.___e__t_5: .11 :.II,I,df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. j Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 j SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FLS:'.:; €.�24 C C:=C .L` ati.2.'. ='L='!cit Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes i 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance :Li,sr_..._ -1 '_'..._'_ -12,1 Q-S i. r'._= (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400(Non-Impact) j Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes I 1:1243-? R1. C 7S: '1411.,'Q . " Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/30/2020 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance F L2_,'j.)4 Fpff (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 h J 5500,{L�argaMssil'e'Irnpact) I Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes :!_2._?c? >:1d =' 1i ;-i4.J:?.:c Approved for use outside HVHZ:Yes j Quality Assurance Contract Expiration Date Impact Resistant:Yes 1 07/30/2020 Design Pressure:N/A I Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance . F, '4 `'' (NOA)for product performance information,anchorage 1 Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. I Created by Independent Third Party: Evaluation Reports j Created by Independent Third Party: itar::, P.e.xt, Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: C'e" "CY safe 4 MIAMI•nDA ML1ni1-DADS COUNTY MM PRODUCI,CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 DOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) www.mi.imldade.cov/econoni PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County ITER- 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 time expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AI-IJ(in areas other than Miami Dade Comely)reserve the right to have this product or material tested for quality assurance purposes.If this product or material foils 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 V nricane Zone. I)ESCRH'TION:Seric`r5500"P�VGy ingleHungWindow—L.11ZI. APPROVAL DOCUMENT:DrawQ%No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,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:"Miauti-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 nfter 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 potion 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 thejob site at the request of the Building Official. This NOA revises NOAH 15-0519.05 and consists of this page I and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. 1 - �iy NOA No.16-0714.03 MIAM4DADE COUNTY Expiration Date:July 30,2020 B�III�(o Approval Date: August 18,2016 I Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted rntder previous NOA No.15-0519.05) 2. Drawing No.MD-SH5500-01 titled"Single Hung Window Installation-LM",sheets 1 through 13 of 13, dated 05/15/15, with revision A dated 05/05/16, 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 Spacer`a 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)Unifonn 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 previous 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. 1-1'L-7966,dated 08/21/14,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-51i Edition(2014),dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted ander previous NOA No.15-0519.05) Manuel Pefe,P//'F,. Product Control Exant'('er NOA No.16-07((4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 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) 1. Notice of Acceptance No.14-0916.10 issued to Kurar•ay America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America,Inc.for their "SenlryGlas©(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 02/28/18. 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 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010 and FBC-511 Edition (2014),dated May 15,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Sttbmilled 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 for their Series "5500"PVC Single Hung Window-L.M.I."approved on 07/30/15 and expiring on 07/30/20. 4 Manuel Per Product Control E�nniy ger NOA No.16.0914.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHORAGE ►I EXAMPLE FOR 28-i18"MAX.O.C. 21-518" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP 54"MAX.BUCK WIDTH FOR ARCI1-TOP 12"MAX.FROM MAX.O.C. -� HEADER(SIM.FOR ALL VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. WINDOW TYPES) LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT FOR ALL FRAME SEAM I 30" 12"MAX. WINDOW TYPES) B,SEE __ MAX.O.C. SBUCK WIDTH HEET 3 / "MAX.FROM 52-1/8"MAX.SEE SHEETS 1-1/4" �1 A,SEE C'- -' '1 12"MAX FRAME SEAM _ SHB.SEE EET 3 1 30"MAX.O.C. � 12"MAX SH[ET 31r _ FIXED VISIBLE / D.SEE _ r 8&9 LIGHT WIDTH �I B,SEEl� � SHEET 4 A,SEE "-' -' I� I I SHEET 3 r -i�- 30"MAX.O.C.- �--I_12"MAX. C,SEE�'_ - t' } SHEET3 I 12"MAX. FIXED SHEET4i I 1 / - -+ EQUALLY j / VISIBLE T A,SEEr tS"'MAX. SPACED LIGHT SHEET3EQUALLY 17-7lB"MAX.O.C. 17-7/8"MAX.O.C.SPACED I ANCHORSPER HEIGHT� TABLES 9-11 EQUALLYANCHORSPER I 91.78" SPACED O.C. I I TABLES 9-11 I I I I I j l 84" O I I / O I 1 / MAX. ANCHORS PER Q 1 I / T BUCK MAX - _ I ) HBUCK EIGHT TABLES 9-11 M • O j I HEIGHT 10"MAX.O.C. BUCK 10•AX.O,C. I 10"MAX.IO.C. BUCK I AS SHOWN HEIGHT X I Q X I.I Q , y HEIGHT X I 4 (M�; I L._._.__ I —LL i._._.-. - i �r I EQUALLY I / 1113-3/4"MAX.O.C. EQUALLY / SASH 13-314 MAX.O.C. EQUALLY I I / 13-314"MAX.O.C. I SPACED I I�_ SPACED VISIBLE 1� SPACED I L--•-// - SEE T} I ANCHORS PER I + ANCHORS PER ) LIGHT + ANCHORS PER I / - J I I TABLES 9-11 I / A TABLES 9.11 / HEIGHT ± I / t SHEETS I / TABLES 9-11 I 8&9 I C _ _1 I 1 I 1 , 6-1l2'MAX. 6-1l2'MAX. •1'6-1/2MAX JNO ANCHORS AT SILL B�_•__•JNO CHORS AT SILL SEE SILL WEEP _ NOANCHORS AT SILL 1-1l4' B B J SEE SILL WEEP- D-�-------I � SEE SILL WEEP- AN I SEE SILL WEEP- - r �- 54'MAX.BUCK WIDTH -r•f NOTCH DETAILS, SASH VISIBLE NOTCH DETAILS, 1-+ 54"MAX.BUCK WIDTH -�-f NOTCH DETAILS, NOTCH DETAILS, EET3 LIGHT WIDTH SHEET3 SHEET SHEET4 `h ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FO RaTtYP.9EQUALgLEC�1FRAfN ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SH_OWN_LWIT�i,EQ1)ALLITCONFIGURATIO SHOWN WITH ORIEL/PROVIEWCONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TOANCHORED THROUGH THE.NAIL-FIN 75•HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS GENERALNOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 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 APPUCATIONS 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& 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS 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 SEALINGIFLASHING 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 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USED: 6)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),5TH 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 OF7HE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODOCT REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. -ALUMINUM DESIGN MANUAL,ADM-2010 as coelply'ing with the Fl.•a'ldo 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ I•AISI-5100-07/S2-2010 Buihliug Code 16 O )t i h.s� LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&,AVMINUM DESIGN MANUAL A�teptnnec N. 4-Vs� 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ,•.t' + Revised By: Dale: Rav(s(on: U pl tim Dnte�y ,(.0 A)ADDED SPACERS JR 05/05/16 8 "ter USER INSTRUCTIONS: TO SHEET 11. Minn„ nae P nm+�rcw hd 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Ravlsed By: Dole: Revlslan: 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 - Drawn By: PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW ® Description: OPENING OBTAINED IN STEP I. '•, �� �.� GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR o 1070 TECHNOLOGY DRIVETitle: Dafe: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. ' 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. L,,;°.`? N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 Sariea/Modal: Scafe; Sh710 et: 'M'D'- rawfng No. Rav: NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, /p.IiyfdN tv11 ` INTEGRAL FIN OR EQUAL LEG/BOX). ( {.4ER;P.E. CERT. OF AUTH. x29298 SH-5500 NTS 1 OF 13 MD-SH5500-01 A P.E.#511705 TABLE I:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Design Pressure Description(Elated from Exterior to Intortor) Table# Shoot# Types Options Conflgs. Shapes Installation Options that may be used Type -- (see Fig B) (sea Table 1) (see Fig A) (see Fig C) '(5�71MUFFminaiedJ G /&=A;Ex`ledouCap�:7/16"�AlcSpace 5f78-Laminated-'(2)Cit'e`s 01118 A'Gof ss Wt .080•PVB1htetlayery 4,5 6 6 7/8"Laminated I.G.:1/8"T Exterior Cap+7/16 Air Space+5116 Laminated;(2)Liles of 118'A Glass with 090"PVB Interlayer 4,6 6 ....into 2X Wood Frame/ Buckstdp•sheet 3,option 1 Equal-Lite, Square/Rett., 7 7/8"Laminated I.G.:3116"A Extedor Ca +310"Air Space+5116"Laminated; 2 Liles of 1/8"A Glass with.090"PVB Interlayer 4,6 6 Flange Through the trema ....info Concrete/CMU-sheet 3,option 2 P P () y (#2) 5-16 O&Cottage Arch-Topp of the window...... ,,,,through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 8 716°Laminated I.G.:3116"T Exterior Cep+318"Air Space+5116"Laminated:(2)Liles 011/8'A Glass with.090"PVB Inledayer 4,6 6 &Cottage Radius-Top 8 7/B"Laminated I.G.:118"A Exterior Cap+7/16"Air Space+5116"Laminated;(2)Liles of 1/8"H Glass with.090'SG Inledayer 7 7 ....Into Metal-sheet 3,option 4 10 7/B"Laminated I.G.:118"T Exterior Cap+7/16"Air Space+5116'Laminated;(2)Liles of 1/8'H Glass with.090"SG Interlayer 7 1 7 ....Into 2X Wood Frame/Buckstrip-sheet 3,option 1 �BoX,!• Equal-Lite, Square/Rett., Throu h the frame ....Into Concrete/CMU-sheet 3,option 2 11 710"Laminated I.G.:3/16"A Exterior Cap+318"Air Space+5116"Laminated;(2)Liles of 1/8"H Glass with.090"SG Interlayer 7 7 Equa"I!Lreg 5-16 Odel/Prmlew Arch-Top& g 12 7/8"Laminated I.G.:3/16"T Exterior Crap+318"Air Space+5/16"Laminated;(2)Liles of 1/8'H Glass with.090"SG Intedayer 7 7 ✓;(#q) &Cottage Radius-Top of the window...... through 1X Buckstrip Into ConcretelCMU-sheet 3,option 3 13 7/8'Laminated I.G.:118"A Exterior Cap+5116"Air Space+7/16"Laminated;(2)Liles of 3/16'A Glass with.090"SG Inledayer 8 7 ....into Metal-sheet 3,option 4 14 7/8"Laminated I.G.:1/8"T Exterior Cap+5116"Air Space+7/16"Laminated;(2)Liles of 3/16"A Glass with.090"SG Inledayer 8 7 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 15 7/8°Laminated I.O.:3118"A Exterior Cap+1/4"Air Space+7116"Laminated;(2)Liles of 3118"A Glass with.090"50 Intedayer 7 7 J-Channel Equal-Lite, Square/Rett.,integral fin...... ,,,.Into Metal-sheet 4,option 7 o 16 7/8'Laminated I.G.:3/18"T Exterior Cep+1!4°Air Space+7118"Laminated;(2)Liles of 3116"A Glass with.090"SG Interlayer 5-8 Oriel/Prmiew Arch-Top 8 ,,,,Into 2X Wood FramelBuckstdP lion 6 Interlayer 7 7 Ni)( &Cottage Radius-Top Through the frame -sheet 4, 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 Min.Edge Min. ' &15 MAY NOT BE USED IN Intl Fin Equal-Lite, Square/Reel.,integral fin...... ,,,.into Metal-sheet 4,option 7 egra Group Anchor Substrate Distance Em hedment' THE HVH2 ABOVE 30'. 5-8 Odel/Proview Arch-Top& (0) &Cottage Radius-Top Through the frame ••••Into 2X Wood Frame/Buckstdp-sheet 4,option 6 #10 SMS P.T.Southern Pine(SG=0.55) 7116" 1-3/8" of the window...... ,,,,Into Metal-sheet 4,option a Steel,A36' 318" 0.050" •MIN.OF 3 THREADS or 4100 SS.S.) (steel, S.S. Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES . A Aluminum,6063-T5' 3/8" 0.050" SUBSTRATE.FOR 'A"=ANNEALED P.T.Southern Pine(SG=0.55) 7/16" 1.3/9" STEEL STUDS, �i ❑q �r H"=HEAT STRENGTHENED min.2.85 ksi 1" 1-3/9" MIN.Fu=45 KSI 8 �/ D "P =TEMPERED 3116"steel Ultracon Concrete ( ) MIN.Fy=33 KSI. � - 2 4 VB'=.090"BUTACITEOPVB Un routed CMU_(& ___- 2-1/2" 1-1/4" / ga BY KURARAY AMERICA,INC. "UNGROUTED CMU" cs-.��, .P.7?�S6171(IeB1:PSn-OSGE0; 5)Y 9116" 1�/9' VALUES MAY BE Q BOX OR Q "SG"=.090"SENTRYGLASO #12;shA ee, 316" 0.050" INTERLAYER BY KURARAY B (steel,18-8 S.S. USED FOR GROUTED FLANGE EQUAL- ' Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) CMU APPLICATIONS. LEG J� AMERICA,INC. or 410 S.S.) Aluminum,6063-T5' 318" 0.063" EQUAL-LITE ORIEL coTrncE Concrete(min.2.05 ksl) 1" 1-3/4" C 1/4"steel Ultracon Ungrouled CMU,(ASTM C-90) 2-1/2" 1-1/4" FIGURE C:FRAME SHAPES 1/4"steel CreteBex Concrete(min.3.35 ksl) 1" 1-314" BUCK WIDTHBUCK WIDTHIt---BUCK WIDTH-- 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-112" 1.314" 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-318" / / 1/4"steel Creteflex Concrete(min.3.35 ksi) 2-112" 1-3/4" O G u / T 1 0 3 0 Ungrouled CMU,(ASTM C-90) 2-1/2" 1-1/4" _ _ C�7 = - J-CHANNEL INTEGRAL D 1/4"steel Creteflex 'w P.T.Southern Pine(SG=0.55) 1" 1-3/0" x °w c� IF- 1/4"steel Aggro-Gator Concrete(min.3.275 ksi) 1-112" 1-3/a" m m m J= - 1/4"steel Aggro-Gator P.T.Southern Pine SG=0.55 1" 1-3/8' 1 1 1 1 Grouted CMU,(ASTM C-90) 2" Z. 1 1 L 1 0 RECTANGULAR RADIUS-TOP ARCH-TOP TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILARARE APPROVED.SHAPES MAY 1'RODfUCREVIsBD BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING m complying with fir,Flo idu Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Building Code Group Anchor Substrate AecepwncoNo 16"07lQ.T13 Distance Embedment' THE TABLES ON SHEETS 8-10. Gxptmfkin Oaft�(} 2'D?.+7 E 2-112"x.131"Common Nail P.T.Southern Pine(SG=.55) 310" 2-7/16" \., ;,, .., Revised By: Date: Ravls(on: 3/0" 2-7/16" 2-112"Ring=shank Roofing Neil P.T.Southern Pine(SG=.55) lyy' ti A4iamt S adr I'mdlvi f:ou[r,l P.T.Southern Pine(SG=.55) 112" 1-3/0" Rav(sod By: Date: Rev(sfon: / #10 Trusshead SM- Aluminum,6083-T5' 3181, 0.050" (/ (steel,18.8 S.S. Steel Stud,Gr.33' 318" 0.0451"(18 Ga.) O Deecrfption: Or 410 S.S.) 'MIN.OF 3 F steel,A3s' 318" o.0so" - �. I K 6 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADSBEYOND G P.T.Southern Pine SG=.55 9116" 1-3/6' �',''� � Date: #12 SMS ( ) THE METAL 1070 TECHNOLOGY DRIVE Tice: (steel,188S.S. Aluminum 6083-T5' 318" 0.063" SUBSTRATE.FOR N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Steal Stud,Or.33' 318" 0.050" STEELSTUDS, (941)-480-1600 Or 410 S.S.) MIN.Fu=4G KSI& ;);�`.':,;' '��.' Serfes/Model: Scale: Sheet: Draw(ng No. Rav: Steel,A361 318" 0.050" MIN.Fy=33 KSI. A.LY.Nt ffl_l;6R'\kE. CERT. OF RUTH. {29296 SH-5500 NTS 2 OF 13 MD-SH5500-01 A P.E.r158705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU. OPTION 1 -I— EDGE DISTANCE SEE NOTE 2.THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT _�I FRAME INTO 2X WOOD 114"MAX SHIM FRAME OR BUCKSTRIP. / 16 114'MAX SHIM I I SEE NOTE 2,THIS SHEET. ` d EMBEDMENT _ SASH VISIBLE 17 ,• EDGE 'P u ❑(� 18 LIGHT WIDTH ❑ i EDGE o O DISTANCE FLANGE FRAME DISTANCE r • D � J 44 BALANCE TYP.ANCHOR _ TYPE VARIES TYPE, __[114"MAX TYP.ANCHOR TYPE, 42 WITH SASH 2 �a SHIM EMBEDMENT ° Q WEIGHT 54 31 EMBEDMENT TYP.ANCHOR TYPE, EDGEDGE 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER (� DISTANCE PER SUBSTRATE, SUBSTRATE, •• D .• EDGE SUBSTRATE, Ill 18 SEE TABLE 2.SHEET 2. SEE TABLE 2,SHEET 2. nI I EXTERIOR 87 DISTANCE SHEET BSEE LE 2, FIXED VISIBLE 4 FIXED 19 20 1 OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE J LIFT RAIL FRAME I 2 _ILEGIBOX LIGHT SHOWN I BUCK WIDTH HEIGHT I FOR ALL WINDOWS: NOTES: FRAME SHOWN 21 1 ANCHOR @3.55° HORIZONTAL SECTION A-A 46 FROM END AND AT 1)USE ONLY O CENTER. SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 2, 1 22 FOR WINDOWS SHEET 2.FOLLOW EMBEDMENT AND 72 OVER 36"WIDE: DAOE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIESJA BLE 2, FROM END. SHEET 2. SCREWS @16-318' INSTALLATION OPTION SHOWN MAY &11 4 45 46 47 O BE USED ON ANY SIDE OF THE 35 o FOR WINDOWS WITH WINDOW. 1!4"MAX. BOTTOM LOCKS: SHIM #10 OR#12 STEEL 114"MAX. BUCK 50O I 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM HEIGHT SCREWS @ 8-3I8' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 T— FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLE 2, DG—� 30 THAN 1-112"THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS.1X i EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS �I yy 16 DEPICTED AS 2X ARE 1-1/2'THICK LJ 86 _I_ USE EITHER OR GREATER.1X AND 2X BUCKS R OPT. 65 LATCH OR (WHEN USED)SHALL BE DESIGNED f❑Q ❑� (2)V 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE u Q EQUAL a; INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEG/BOX WEEP INSTALLATIONLOCATION:6.518" DESIGN AND FRAME NOTCHES AT 60 FROM ASH END. RES ON IBILITY OF HEENGINEER SHOWN �D�o SHOWN EACH END. \ OR ARCHITECT OF RECORD. EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 1'IiODUCT)tLVISGU 67 OPENING)IS MEASURED FROM as m,ply)u8 wilh r1w iwjo, BEADING TO BEADING. ANCHORED O METAL ANCHORED THROUGH 0nlldntg L•adc 1!4`MAX SHIM Accepinncc No_ _ EQUAL-LEG/BOX �� FRAME INTO METAL FRAME INTO METAL I O FRAME SHOWN u p 1• 1 I i l I I Re I.ed ey: 0ate: ReNsion: .27"X 1.25,. ;ii i.'.`+I.. 01• WEEPHOLE . NO ANCHORS Revised By: Data: Revlslon: h'Ilnmi ndc Pmdcet Co:Urui-• wlcovER@ O REQUIRED IN VISIBLE LIGHT FORMULAS FLANGE OR 2.87"FROM 36 EQUAL-LEG WIDTH EACH END. 'a • FRAME SILLS @SASH:BUCK WIDTH-6-1/2" ® Description: Drawn By: @ FIXED LITE:BUCK WIDTH.4-3/8" FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI r '� HEIGHT(EQUAL-LITE) `��•''• 1070 TECHNOLOGY DRIVE rul Dale: VERTICAL SECTION B-B BUCK HEIGHT/2-3-16116" N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 ' Sertee/Model: Scale: Sheet: Drawing No. Rev: " A. P'. -R,P:E, CERT, OF AUH. X29296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A P.L:#158`�5 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 EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. I-�— EDGE DISTANCE INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL F+- EMBEDMENT FIN INTO 2X WOOD FRAME OR O1/4"MAX SHIM 1/4"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL EMBEDMENT AND EDGE_ ❑� 1$ LIGHT WIDTH ❑ FRAME 1 DISTANCE PER SUBSTRATE, O SHOWN 1 SEE TABLE 2,SHEET 2. ----- -- ._ (SCREW SHOWN) 44 BALANCE " ,,✓s� a� EMBEDMENT TYPE VARIES _j �1)4"MAX SHIM 42 WITH SASH — o O �a TYP.ANCHOR TYPE, EDGE WEIGHT 54 30 1 DISTANCE Q (� DISTANCE PER SUBSTRATE, 31 I I SEE TABLE�I 3,SHEET 2. EXTERIOR IILII`] TYP.ANCHOR TYPE, 18 (NAIL SHOWN) n 87 INTEGRAL EMBEDMENT AND EDGE V FIN DISTANCE PER SUBSTRATE, 0 FIXED VISIBLE SEE TABLE 3,SHEET 2. FIXED 19 20 OPT.SASH TOP LIGHT WIDTH FRAME VISIBLE LIFT RAIL J-CHANNEL 1 SHOWN (NAILSHOWN) FRAME LIGHT I HEIGHT FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55" BUCK WIDTH 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C O 21 CENTER. SUBSTRATE-APPROPRIATE D 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 8 3 0 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4"MNG' DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. AND EDGE DISTANCE LIMITS.ANY 72 ADD ADDITIONAL SHIM MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2 8 3,_SHEET 2. 45 46 47 SCREWS @76.318' 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 O 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE SELF-DRILLING I SHIM SCREWS @ 8.319" USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE I 85 -' FROM END. SHEET 2.ALL WOOD BUCKS LESS 0 _ TABLES 2 8 3, ❑(� 30 THAN 1-1/2"THICK ARE TO BE n SHEET2. D SASH CONSIDERED 1X INSTALLATIONS. ,( EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF 'Iu�IJ . LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS _ yy LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2'THICK 86 J-- 16 LO BOTTOM OR GREATER.1X AND 2X BUCKS O LOCK(SHEET 3). Q 2 $5 63 (WHEN USED)SHALL BE DESIGNED I� TESTED UNIT r FIN AND/0 I ! ()R 81 31 30 LOCATION:G-Sl8" TO PROPERLY TRANSFER LOADS FLANGE REMOVED D INTERIOR TO THE STRUCTURE.WOOD BUCK n WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE �I II IN-FIELD N EACHESATEND. 60 NO ANCHORS ORARCHITECT RESPONSIBILITY P RECORDF THE . FRAME FRAME SHOWN (JP/o REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 15OPTION 8 PRODUCT RIiV15617 OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL ns cengdyjnB Kith fs�i�Niiio. 1 J4'MN( BEADING TO BEADING. ANCHORED THROUGH Itnildinp Canle INTEGRAL FIN INTEGRAL FIN/FLANGE REMOVED �� FRAME SHOWN LJI_J SHIM INTEGRAL FIN INTO METAL ( ) nc> +•p_ CJpA ao Revlsed By: Dote: Revision: E•iirak n llnlc y�L'�LV 27"X 1.25"WEEPHOLE 1-it•'r�i,I% / 3$ WJCOVER @ 2.8T' —' \4inmi lode Product Cm:u FROM EACH END. VISIBLE LIGHT FORMULAS Revleed By- onto: R.vi.lon: TYP.ANCHOR TYPE, O EDGE DISTANCE EMBEDMENT AND EDGE yy WIDTH DISTANCE PER SUBSTRATE, J— j_ @SASH:BUCK WIDTH-6-1/2" r' ® Desedption: Drown By: SEE TABLE 3,SHEET 2. --►I EMBEDMENT @ FIXED LITE:BUCK WIDTH•4-3/6" C� a� �6 J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) ' ' Dote: HEIGHT(EQUAL-LITE), �•:�� `�' 1070 TECHNOLOGY DRIVE 7711.: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT/2-3-16/16" N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN (941)-480-1600 INTO 2X WOOD FRAME OR BUCK- ��i• I'-' B. Sodas/Model: Sc.la: She.t: Growing No. Rev: STRIP.SEE NOTE 2,THIS SHEET. n.'LkMA. - CERT. OF AUTH. #29296 SH-5500 NTS 4 OF 13 MD-SH5500-01 A P.E.E.#68705 58705 —�I 7/8"NOM. 7/8'NO718"N 718"NOM. 7/8"NOM. 5116"A/A PVB - 5/16"A/A PVB 5/16"A/A PVB I 5116"A/A PVB 5/16"H/H SG 7/16"AIRSPACE 7/16"AIR SPACE 3/8"AIR SPACE— 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3116"A GLASS 3/16'T GLASS– 1/8"A GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR EXTERIOR 78.79 7G-79 76-79 76-79 76.79 • FE I I I L/N li GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 718"NOM. 718"NOM. I•+— 7/8"NOM. —�I 7/8"NOM. 718"NOM. �+- 5116"H/H SG 5/16"H/H SG 5116"H/H SG 7116"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 aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR EXTERIOR 76.79 --• 78-79 78-79 78-79 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 I I 7/16"A/A 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 3/16"T GLASS 72 74 INTEGRAL FIN FRAMES EXTERIOR a WITH J-CHANNEL OR EXTERIOR GLASS TYPES 5,7,9,11,13 CIO— 78-79 — 4111.R _ 8 15 MAY NOT BE USED IN 75 • THE HVHZ ABOVE 30'. PI:ODl1CT RB\�SEU as complying wilh r"Flraidn GLASS TYPE 15 GLASS TYPE 16 HaildingCok OA,=pwwv No! d� 0.9 30 ExpimlionDe1e d 220 Revised By: Date: Ravielon: B tvlinnly Undc l'rod;rel C�mtO� Revised By. Dale: Revialon: ' • ' ,. GLAZING NOTES: 'A'=ANNEALED - ® Description: Drawn By: TYP. GLAZING DETAIL 'H"=HEAT STRENGTHENED -z GLAZING DETAILS J ROSOWSKI '.'T TEMPERED "PVB"_.090"BUTACITE PVB BY KURARAY AMERICA,INC. 6, I I t 1070 TECHNOLOGY DRIVE Title: Date: "SG"=.090"SENTRYGLAS®BY KURARAY AMERICA,INC. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION—LM 05/15/15 (941)-480-1600 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. "" Sedas/Model: Scalo: Sheet: Orawfng No. — Rev: Wl. �.� �NNIIIALr,oER5,�P:L� CERT. OF AUTH. 029296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A TABLE 4: TABLE 5: TABLE 6: 2 Ole"rype aollam Seeh Design IbelR2 2 aloe.Type. Design Pres sure,IbsiR 6 Oearlpllm In g6'an 0,1•11 Ralpm D aurae Type- Design Pressure,Ibslff 6,6,7 d 8 War.Level Ren6.®Wndmv Range(In) Widlh n 6,7&0 +1-50.0 R2 Might sm. u 104 57.175 +65.01-70.0 RalnL Level 23.5 Fq..W. 11.39,1 -650 77mT.65.0 1-70.0 Reinf.Level R1 For all window&sash slras 6lendeal Cdl.pe 14.517-15.670 405.0E-70.0 485.0 -70.0 R2 For ell%vhduw and sash sizes 28 Equal lit. 11.883-14.510 .0.0 485.0 •70.0 SEE TABLE 9,SHEET 8 FOR SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. smro-d Prodwv 23.311-11.562 +65.0 •65.0 3.0.0 Tarsal 23.s17-25.2e8 680.0 46060 ao.o ANCHOR GROUP AND QUANTITY. slad-rd Cdlapo 2°.958-23.51° 165.0 455.0 .70.0 37.375 Egwl-ho 17.517.20.957 +85.0 +55.0 •70.06laMani Plo4ow 17.517-17.616 465.0 465.° -70.0 Bh.rlael 11.377.17.61° ♦fl5.0 185.0 .70.0 2zse3-10.611 6.060 - . 46060 ao.a aetomsiro 2&517-x2562 •95.0 -70.0 +85.0 -70.6 slamemcalege 23.517-x6.616 465.0 -70.0 +6511 •70.0 QHEADER 44 Egud l4a 10017-2&516 165.0 -70.0 165.0 3.0.0 HEADER StadaM Plo4aw 17.517-20.510 485.0 •70.0 455.0 a0.0 23 ihulom sl:e 14.517-17.516 485.0 -70.0 +65.0 -70.0 23 e 01101 11.311-35.011 455.0 .70.0 4.060 3.0.0 o TOW 3158J-,10.922 •Bs.O ao.o 6.060 aa.o n slendard Coll.pe 26517.31.562 465.0 3.0.0 165.0 •70.0 u EgwNee 20.517.20.518 +55.0 •70.0 155.0 •70.0 Q O O MEETING RAIL 48 slaadad Pmea..• 17.617-20.510 +65.0 -70.0 +65.0 .70.0 e Q 0 MEETING RAIL C.1-61ze 14.517.17.516 +BSO •70.0 +65.0 •70.0 26 ° (]et.m SU. 12.517-14.°18 .55.0 -7060 465.0 a0.0 Q 27 ° shodaal 11.377-12.510 +05.0 -70.0 +65.0 0.0.0 EXTEft10R f� EXTERIOR Taoasl 33206-37.630 4650 ao.o .ss.o aa.o �5 0 0 I Sleadead C.Ilopa 26.517-33.207 •53,0 -70.0 +B5.0 -70.0 O 23 Equal-Ra 23,517-25116 460.0 .70.0 .65.0 -3.a.. 23 JAMB C"*,sire 20.617-23.510 .66.0 -70.0 +05.0 .70.0JAMB 48.025 SIaMa,d PW- 17.517-20.518 •05.0 -70.0 +65.0 -70.0 EXTERIOR SASH E%TERIOR SASH a HEIGHT glom Sl:. 14.517-17.51. .65.0 -70.0 455.0 -70.0 �j HEIGHT Caste.she lzsn-14016 0060 -70.0 405.0 -70.0 sladeel 1 11.377-lzsm +65.0 -70.0 465.0 -70.0 Teged 3B.511.41.°14 .650 •70.0 +65.0 •70.0 23 �"- 31.517.30.518 0 +&5.0 -700 z23,517.28.518 .85.0 - •05.0 -70.0SILL II 3� zost7-x3010 +65.° -70.° 4.060 -70.0 SILL O �J Cualom 51x0 17,617-2°.51° +05.0 -70.0 +05.0 -70.0 Cualem St.. 14.517.17.516 485.0 -70.0 .85.0 46.1 Cushimsi7e 13.017.14.510 •65.0 .70.0 45.0 47.3 ShWnl 11.804-13.01° .05.0 -70.0 455.0 .00.5 OOQ --f 31 Ta6esl 39.517-41.614 +65.0 •70.0 .65.0 -700 0 Cusl. 38.517-39.518 •BS0 •stia -70.0 vatpld 35.577-3011 l05AJ imOtix 65.0 -700 cwrom : 32517.3&510 . .Ss.O •70.0 SECTION DETAIL FOR WINDOWS WITH �- sm.amPlo40w 20.577-32.016 a66066 •70.0 -M.0 .70.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 ca-I.msir. 20.577-x9.570 165.0 •70.0 4.060 67.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE sl.We.l x5516.26.510 405.0 -70.0 .65.0 4665 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Eguagl'n. 38.517-47.644 6.560 -70.0 465.0 -70.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 6,1 custom she 35.517.36.516 465.0 -70.0 .65.0 .67.3 CONFIGURATIONS) $tr2LId Plai 33.810-35.510 165.0 -70.0 483.0 4&5 PRODUCT R1iV1SED et7a T.hest 41.644 +65.0 3.0.0 465.0 455 as...plying.lith Iha FlwidB Ouildin0 Code SEE TABLE 10,SHEETS FOR ANCHOR GROUP AND QUANTITY. AOaepha,-Pk,J 07�Q-. � •'MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 Eullir•Ilia I Dnta �'-' I :! Revised By: Dote: Revision: `�1 ii;l Mi.1111i)ndc Prodi'd Can r Revised By: Da(e: Revision: NOTES: ® Deecripfion: Drawn ay: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. .. •U-7��P�.✓ DESIGN PRESSURE TABLE J ROSOWSKI 6 r�rJ16 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. 1 1070 TECHNOLOGY DRIVE Rtie: Date: 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 I' I'• (941)-480-1800 ON THE TABLE. •,/r(LyN �,ty11Lt ,•P,E` - Serfes/Model: so to Sheet: Drawing No, Rev: pd58 CERT. 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� lo-irll L U i-1l-Z�o(�� .7,5" .070,E -►�ll I}zIl }r �Illl��lly" 1.185" I HDSASHr- .150" .625' J-CHANNEL FRAME •625" FLANGE FRAME O FIN FRAME EQUAL LEG HEAD/AMB O4 HEAD JAMB FRAME LIGHT SASH T 1.375" O HEADMAMB O HEAD/JAMB 1.375' I} 23 REINFORCEMENT 25 REINFORCEMENT 3.483" �{ 3.483" �{ 3.483" �I .070" -�-� T 1.182" ,070" . .79," 3.483" -►II+- .062" -►-��- .062" .062" VIT " 1.041" (Illll � 130" D 2.444" 2.444" 2.444" - �{ 1.331' 1- -� 1.340" F+- 2'444" STANDARD HD MEETING RAIL a�062" � 26 MEETING RAIL 27 REINFORCEMENT REINFORCEMENT 8T 0 O FRAME SILL 6J-CHANNEL FLANGE r OO FRAME SILL 1.375" O7 SIN`FAME EQUALLEG O FRAME SILL T 1.375" �- 1.872" -►{ 1.641" -► I I 1.215/° 2.100" � . 1.1L4��72" 1-.5-65-" 1.830" 1.376" 2.176" .085" 065" .375" 1 � 1 035" ,974° .355" .590' 070" 050" 471" .5 .050" .34 " 1.231" 1.000" 1--- . .060' -T .070 j FIXED SA STOP/ LIFT RAIL LIFT RAIL BEVELED BEVELED 14 MEETING RAIL 18 SASH RAIL 17 COVER 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER PRODUCT REVISED cnmplyins with Itx Flmi88 I:+dIJinp Code nplanmN.�6-O_71}-. F3xpirnliun,Dale_ ° c aQp,Q Revlsed By: Date: Rev(slan: I1y-(/ .316' I .300" +� ,,,(it!,..-., r(� INimut )nda Prodircl'Con .BBo" .175" Imo'-L ....r IIIf�u1JRavlsed By: Date: Revision: 754 .750" . ° ' -�{- .035" �7f�� .025" -►r-� ® Description: Drawn By: 72 LAMIIG 81 EXTRUDED 82 ROLLED 6 I�tl(6 WINDOW EXTRUSIONS J ROSOWSKI BEADING SCREEN FRAME SCREEN FRAME ` Dote: 1070 TECHNOLOGY DRIVE 77tIe: N. VENICE, FL 34275. SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1800 Sories/Model; Sc.W I Sheet: Drawing No. Rev: r !A!L'YNNIMILLER,P.E. CERT. OF AL". ({29298 SH-5500 NTS 11 OF 13 MD-SH5500-01 A P.E.#60705 TABLE 12: TABLE 12,CONT.: SILICONE 41A MELT BUTYL SIII of Material BIII of Material,cont. STRUCT SILI # Part# Description Material # Pert# Description Material STRUCTURAL 3/16"NOM. POLYISOBUTYLEN 114"NOM. 1 620101 Singe Hung Frame Head&Jambs-J-Channel PVC 5 720197 Auto Lock Mechanism C Steal 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc WITH DESICCANT DESIC 3 62D103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc EXT.GLASS EXT.GLA 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX #6 x 1-118"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH/DH Frame SIII-Flange PVC 50 7SX34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame SIII-Fln PVC 61 420181 UR Beveled Tilt Latch Comer Key PVC INT.GLASS .GLASS 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR I Pull Rail Tlil Latch Comer Key PVC 14 1 620131 Fixed Meeting Rail PVC 53 7634PHFL 1#6 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACEr, SUPER 16 620129 Sash Rall(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 76 4SG TPS SPACER®NXTT" 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 19 620156 Pull Rall Interlock 6005 T5 At 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rai)Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Znc REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE 21 620157 Beveled Interlock 6005 T6 At 59 420180 Pivot Bar Comer Key PVC VINT 5116"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS 5/16"NOM. SEALBUTYL& LICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 AI 63 720191 Sash Pull Handle Cast Znc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cast Znc FOAM STAINLESS STEEL 26 620153 Standard Meeting Rall Reinforcement 6005 T5 A) 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS- 27 620154 HD Meeting Rall Reinforcement 6005 T5 AI 65 420188 Bottom Latch Strike Plate Cast Znc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 78588 #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lami I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPlle 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS .GLASS 33 61825 Weatherstrip Plug,.220"Finsea) 75 71646N Setting Block(7/8"x 1"x 1/8"),85+/-5 duro. EPDM 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 161012 IlExtruded Screen Frame Alum DURASEAL® XL EDGETm 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum 7s SPACER 79 SPACER 37 1 71669SP Meeting Rail Screw Support Plate 6063 T6 At 827CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 38 720210 Wee Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720)OOOCK Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 #B x 314"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816048 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635161614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 4117 SS Part# Description Material 76 Kommeding 4SG TPS Spacer System p120nUCTRGVISED ii C.nlph 77 Quanex Super Spacer nXT with Hot Melt Butyl See this 1s�dl4wpcaa.d\VIl1lnm Flm&Ip ; Sheet for e 78 Quanex Duraseal Spacer A«pfmwNol�O7i4 p3 Materials L•xphmion Dare�V 79 Cardinal XL Edge Spacer '1l, R.vlsed By. Date: Revision: REFERENCE TEST REPORTS:FTL-8717,896888970 '• �.;�,' '' •�';:•,`: A ADDED SPACERS y- - J R 05/05/16 ) By- 'ad.pa"ml i;% •• '' R.vlaed By: Dot.: Revislan: (/ Description: Drown By: �{ BILL OF MATERIAL(BOM) J ROSOWSKI 1070 TECHNOLOGY DRIVE title: - Date: NOTES: '•.,i�,,;,„'•.•'',;'i�',:'' N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 •” (941)-480-1600 Serfes/Model: Scole; Sheaf: Drawing No, Ray. 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,E O LABELED FORE NO PART OFR CODE. r r A.LYN,H t�)LL`ER,P.E. 2)ITEMS N 9-13,16,24,28,29,34.39,61,62,68-71 8 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P.E.059705 CERT. OF AUTH. X29296 S H-5500 NTS 12 OF 13 M D-S H5500-01 A ' 3 OPT.SWEEP LOCK O 46 R qg OPT.AUTO LOCK I 10 � V 47 zo O OR 50 ' 57 48 p 51 OR $ OS O P 45 b2 i 1llk 55 OPT.PULL RAIL I 22 82 OR 84 10 INTERLOCK 8 COVER i t 56� i � j i O 87 \ O O 35 86 �UH OPT. 1 i BEVELED ••,,I MITERED FRAME WITH � I 21 INTERLOCK INTERIOR AND EXTERIOR 16 i "O &COVER FRAME WELDS O 18 ., 54 72 X4 �'••, t 72 X4 116 sl,�r 53 •- 80 OR 81 H�s'Owv�Nc� SCREEN p•1TP�---' 49 so OPT.PULL HANDLE ASSEMBLY 64 WITH LATCH DETAILS 4140 CONSTANT FORCE ;: 85 16. 82 OR BALANCE � 83 ............... OR : OPT.PULL I� 40 OR43 42 43 SPIRAL BALANCE HANDLE 69 67 1 16 \,e SASH MITERED FRAME WITH \`J INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS DETAILS \ / f' ® •: ;�� EXTERIOR• 53 38 59 - t . =A ?CHES TO BA 53 tta LANCE f'I'ODlIC1'IifiVIS6L1 :�a'camplyiot{wilt H FLgldlpl C3tdhlin0 Cede _•...............------------------------------------------- u _ nccnpinncc Na -O ( •03 l3spinnifm U IeJ•) FRAME Revised By. Dofe: Revision: U }p� ASSEMBLY �' r4mn md.lan<aneAlt DETAILS Revised By: D.f.: Revision: •__ 0 Description: Drawn By: EXTERIOR •'• _ EXPLODED ASSEMBLY J ROSOWSKI NOTES: II I.6 1070 TECHNOLOGY DRIVE Atte: Delo: 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS N 1&5,OTHER FRAME TYPES APPLY. r'r. , {• (941)-480-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. - Series/Modal: Scuta: Sheet: Drawing No. Rev: 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.'LYNNA 5LLEh 870 5,P.E. P,E.H lCERT. OF AUTH. #29296 SH-5500 NTS 13 OF 13 MD-SH5500-01 A