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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 2 r 9 w n P d, ¢� a3 -�Fdr L.L- ;.3. 3✓.x _ .,,.,u%°xi'...Y-.-:.,k ....,,'. 9. _..'..:3 y.v al: • ¢ t Woo e.=0013....' SCIS Home Log In g User Registration ; Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links l; Search F" co door sYr; �Product Approval v�.USER:Public User Product Apnmval Ment!>Produrt or Aonlication Searrh>TV, tail RECEI' _D DEC �� �� 092016 I «�� FL#Application Type Code Version Application Status *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technol Drive ' L o e,F 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 irosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory - Casement Compliance Methodcation 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 08/26/2016 Date Validated 09/15/2016 Date Pending FEC Approval - Date Approved 09/21/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsT04p5 WuW... 11/28/2016 Florida Building Code Online Page 2 of 2 Summary of Products FL# Model,Number or Name Description 245.1 ICA-640(Non-Impact) Aluminum Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FI.7.45 RS]_C_CAC 16-0629.19.p_if Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/11/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL245 RIA 11 16-0629.19.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing informs' Creat t Third Party: aluation Re Created dependent Third 245.2 ICA-740(Impact) Aluminum Casement Window Limits of Use Certlfication Agency Certificate Approved for use HVHZ:Yes FL.745 Rii. C CAC 16-0629. f Approved for use o ide HVHZ:Yes rano ac cpi tion Date Impact Resistant:Ye 10 11/201 Design Pressure:N/A Installation Instructions _ Other:Please see the Miami-Dade County Notice of Acceptance(NO FL245 R11 I: 16 Other: . for product performance Information,anchorage details,and anchor 'fled By:Miami-Da -CER type,size,and spacing Information. Created-5—y7-Fe—pendent Third Party: Evaluation Reports Created by Independent Third Party: 245.3 CA-2740(Impact) Vinyl Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL245 R11 C CAC 13-1021.11.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/11/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL245 fill 11 13-1021.11.pdf for product performance Information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 245.4 CA-5440(Non-Impact) Vinyl Casement Window - Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL245 R11 C CAC 16-0714.12.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/17/2020 ' Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL245 R11 11 16-0714.12.pdf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 245.5 CA-5540(Impact) Vinyl Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL245 R11 C CAC 16-0714.11.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/17/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL245 R11 11 16-0714.11.1)df for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 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 mall 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 emalis provided maybe 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: Credit-Card . Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsT04p5 WuW... 11/28/2016 MIAMI-GADE MIAMI-DADE COUNTY NNW$ PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv 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 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 MiamDade 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 requiLe.=nts of the applicable building code. This product is approved as descr' in, and has been designed to cam Florida Building . Code,including the High city Hurricane Zone.- DESCRIPTION: S es "CA-740"Outswing Aluminum Casement Winslow-L.M.I. APPROVAL DOC : rawmg o. - A740-LM, titled "Casement Window Details - LM & SM", sheets I through 11 of 11, dated 08/08/12,with revision B dated 05105/16,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 d iami Dade County Product Control Section. MISSILE IMPACT RA G:LargLand all Missile Impact ResistantLABELING: Each unit shall bear a manu acturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0519.13 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA o. riiArsi-naflecovt�rr j Expiration Date: April 11,201$ Appro , Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM,titled"Casement Window Details—LM& SM", sheets 1 through 11 of 11, dated 08/08/12,with revision B dated 05/05/16, signed and scaled 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®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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc. Test Report No.FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NDA No. 124218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/16/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.13) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel a E. Product Contro Exa finer NOA No. 1 - 629.21 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray 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 "Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51' Edition (2014), dated May 16,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.13) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. -75-0519.13) 3. 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. 15-0519.13,issued to PGT Industries for their Series"CA- 740"Outswing Aluminum Casement Window-L.M.I."approved on 07/16/15 and expiring on 04/11/18. Manuel erez Product Control Exmine NOA No.16- 24 1 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-2 5116'LAMINATED 7116 LAMINATED GENERAL NOTES:SERIES 740 IMPACT-RESISTANT DESIGN PRESSURE RATING MPACTRATING GLASS STACK GLASS STACK r VARIES, RATED FOR LARGE&SMALL .090•BUTACITE'P" •090•Be BY KURARAY CASEMENT WINDOW SEE SHEETS 5.9 MISSILE IMPACT RESISTANCE1/B'ANNEAIED BY KURARAY 3116•ANNEALEDOR AMERICA,INC.37" 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE GLASS-, AMERICA.INC. HEAT-STRENGTHENED 3116'ANNEALED OR WIDTH GLASS HEAT-STRENGTHENED REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH- 25.476"MAX.O.C.IF WIDTH IS EXTERIOR 39 GIBL'ANEALED EXTERIOR 38 GLASS VELOCITY HURRICANE ZONE(HVHZ). UNDER 33.476"(HEAD&SILL 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 4"MAX. REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE - B.SEE SHEET 2 11/16"GLASS BITE 11/16"GLASS BITE OUTBOARD LITE(CAP)MUST TEMPERED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE j ____-----------— COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR �' -j •I O EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS ' I\ i 17M-AX. 32 5032 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. A j A,SEE O.C. GLASS TYPE 1 GLASS TYPES 2&3 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X ! SHEET 2 y INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED ! 1 7/g•NpnL 7/8'NOM. DIRECTLYTO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICKOR j \ GLASSSTACK W10-LAMINATED GLASS STACK 7Hs'LAMINATED GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY ! \ 6"Mme' ---Ij��.�—�� �{ GLA55 STACK TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION O.C. I GLASS STACK ! 7/B'ANNEALED GLASS 3118'ANNEALED OR IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. I / 7/16-AIRSPAC .090'BUTACITE®PV13 1/4-AIRSPACE I HEATSTRENGTHENED GLASS 69" I USEANCHOR BY KURARAY 3/16'ANNEALEO .050'SG®BY KURARAY 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING VISIBLE I 116 ANNEALED OR PAIR AT EACH AMERICA,INC. GLASS ��pA1ERICA,INC. OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON LIGHT I rL JAMB IF TEMPERED GLASS TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF HEIGHT I HEIGHT IS 38 1/8'ANNEALED HEAT-STRENGTHENED TEN GLASS I HEATSTRENGTHENED GLABS THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL (DLO) / / 28'OR OVER EXTERIOR ----f- EXTERIOR SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION ! SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE ! / 76. 37 11/16"GLASS BITE 37 I 11/16"GLASS 817E INSTRUCTIONS. HEIGHT 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING j APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED / 50 32 50 TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. j 7)DESIGN PRESSURES: GLASS TYPES 4&5 GLASS TYPES 6&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, j 718•NOM FRAME ANALYSIS AND GLASS PER ASTM E1300. I GLA55 STACK _� LAMINATED GLASS sracK B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/ clA CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. T 3116'ANNEALED OR �i B EAT-STRENGTHENED GLASS 14-' .O.C.IF WIDTH IS IWAIRSPACE .090-SG©BY KURARAY B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 4'MAX. J 76'& R(HEAD&SILL) 3116'TEMPERED AMERICA,INC. WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 30'VISIBLE GtAv4S 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS HEAATST ERENGTGTMEALEDOR NED PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF OPENING(DLO) 38 GLS ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER TYP. ELEVATION OF CASEMENT WINDOW EXTERIOR DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. < 11116"GLASS BITE STANDARDS 9)REFERENCES:TEST REPORTS FTL-7065,3579,3580,3724;ELCO ULTRACON •2014 FLORIDA BUIL FBC),5TH EDITIO �:1 NOA;ELCO CRETEFLEX NOA;ANSIIAF&PA NDS FOR WOOD CONSTRUCTION AND _ASTM E1300-04 ADM ALUMINUM DESIGN MANUAL •ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION 50 ac—plying — -ALUMINUM DESIGN MANUAL,ADM-2010 32 I' REVISED •AISI-5100-07/S2-2010 ac<nmplying v�ilh Qst FtRiQa TABLEl: GLASS TYPES 8&9 Aaxp noceoNo 1(p 062 21 //11111111/J/ E.pirstion Date T 2A1g S Sheet# Revised By: Datc: Rev;s,on B: : �OCFp N /-'�% JR 05/05/16 ADDED SHEET II By ° VB-1/8 5 GENERAL NOTES.............................1 ��•'•• V -°:Y_• WITH SPACERS. Munni a Pnn�klcC 2 7118°Lemi(3116 An-.090"SG-3116 An) g ELEVATION.......................................1 l Rev;sed 9y: Dote: Rev;s;on A: 3 7116"LBmi(3/18 HIS-.090°SG-3116 HS) 7 GLAZING DETAILS...........................1 _ *•: N0.S8) INSTALLATION.................................2 _ *— 4 716"LBmi.IG(118"An-7116'Air-118'An-.090'PVB-118"An) 5 ASSEMBLY TUBE DETAILS.............3 — * — Drown By: 5 7!8'LBmi.IG(1!8"T-7116"Air-1/8"An-.090"PVB-118'An) 8 ANCHOR SPECIFICATIONS............4 - Z: ® Descr+vt;on: 'p 6 GLAZING DETAILS J ROSOWSKI 6 7/8'Lemi.IG(3/16'An-1/4"Air-3116"An-.090"SG-3118°An) 9 ANCHOR QUANTITIES.....................4 �O�•.• ` 7 7/B"Laml.IG(3/16"An-1/4"Aif-3/16"HS-.090'SG-3116"HS) 7 ASSEMBLY DETADESIGN RLSSBOM..............O9 ' rAf °' ORiO?'.••:��� 1070 TECHNOLOGY DRIVE Title: Doto: B 718"Lem 1.IG(3/18'T-114"Air-3/16"An-.090"SG-3116"An) 9 /s`rjONAI ti�G��• N.PVEONI E, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 EXTRUSIONSISPACER....................11 9 718°Lemi.IG(3116'T-1/4"A(r-3116"HS-.090°SG-3116'HS) 7 JJ/I J I I I I 1 1111 NOKOMIS, FL 34274 se.;es/Model: Score: Sheet: Urow;nq No. rB "PVB"=BUTACITEP VB BY KURARAY AMERICA,INC. A.LYNN MILLER,P.E. CERT. OF AUTH. X24296 CA-740 NTS 1OF 11 MD-CA740-LM 'SG°=SENTRYGLAS BY KURARAY AMERICA.INC. I P.E.458705 f INSTALLATION INSTALLATION INSTALLATION OPTION 1 EDGE I EDGE DISTANCE OPTION 2 OPTION 4 INSTALLATION ANCHORS DISTANCE INSTALLATION ANCHORS INTO 2X WOOD. CONCRETEJCMU INSTALLATION ANCHORS DIRECTLY INTO METAL. PER ANCHOR DIRECTLY INTO MASONRY. AS REQUIRED PER 2 EMBEDMENT REQUIREMENT BUCK WIDTH TABLE 3,SHEET 4 ATTACHED TO 1/4'MAX FRAME SILL 11 82 TYP.ANCHOR SHIM ATTACHED TO 15 16 10 TYPE, EMBEDMENT VENT SILL 89 13 #12 STEEL AND EDGE 4 8 80 12 83 SELF-DRILLING 5 1 DISTANCE PER 32 33 SMS,SEE TABLE SUBSTRATE, 20 3,SHEET 4. 22 23 4 SEE TABLE 3, O / SHEET 4. 3 60DADEEDGE / 18 84 MULLION, APPROVED DISTANCE °• LLION,ALUMINUM, 35-37 /nt 8 BEL/q OPERATORARM 38 39 STEEL FRAMING OR \I ° •• STEELSND. ATTACHED TO 24 82 C,k�l�y ATTACH D'TO VENT SILL 35r37 81� Q 9� FRAME JAMB % 13 EMBEDMENT 1 w BIBLE LIGHT WIDTH(DLO) - 5 FOR SNUBBER REQUIREMENTS, EXTERIOR ATTACHED TO I— 83 70 SEE TABLE 4,SHEET 4. 8 EXTERIOR VENTJAMB I OPTIONAL ADDON WINDOWWIDTH 12 FLANGE Q HEAD, SILL&JAMBS HORIZONTAL SECTION A-A 81 11 SEE DETAIL EGRESS FORMULAS: WINDOW Al,BELOW! WIDTH.WASH HINGE:WINDOW WIDTH-13-12 HEIGHT JAMB NOTES: _ _ 10 HARD- 1 USE ONLY SUBSTRATE-APPROPRIATE NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7-1/2 VISIBLE 14 WARE ) / COMBINATION UNITS, N INSTALLING HEIGHT:WINDOW HEIGHT•6 LIGHT ANCHORS LISTED ON TABLE 3,SHEET 4; HEIGHT FOLLOW EMBEDMENTAND EDGE / J� ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: (DLO) BUCK DISTANCE LIMITS.ANY INSTALLATION / 10'MAX ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 HEIGHT OPTION SHOWN MAY BE USED ON ANY I�\ /� / INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 SIDE OF THE WINDOW. - - WINDOW FRAMES AT 10"MAX. ATTACHED / TO FRAME 2)ALL WOOD BUCKS LESS THAN 1-112' FROM EACH SIDE OF THE FRAME\ I ASSEMBLY TUBE CENTERLINE, JAMB THICK ARE TO BE CONSIDERED 1X I � SEE TABLE BELOW: ATTACHEDTO F Q INSTALLATIONS.IX WOOD BUCKS ARE ! \ FRAME JAMB 0 69 OPTIONAL.UNIT MAY BE INSTALLEDI - DIRECTLY TO SUBSTRATE.WOOD BUCKS —� ►— 10'MAX. I Atltlitionol Anchors Roqulmtl on each DEPICTED AS 2X ARE 1.12"THICK OR SEE DETAIL A2,BELOW Side of the From Assembly Tube(FAT) ATTACHEDTO GREATER.I X AND 2X BUCKS(WHEN USED) F Window Anchor Type VENT JAMB LL Wldth A B,C&D SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. 17'-22.9' 0 0 62 WOOD BUCK DESIGN AND INSTALLATION TIDETTAILE) 1 '-269'38 39 83 IS THE RESPONSIBILITY OF THE ENGINEER > 28'rOR ARCHITECT OF RECORD.MAXIMUM Window Anchor Type W SHIM THICKNESS TO BE 1/4'. LLHelghi A B,C&D 20 15 16 E 17'-22.9-82 DETAIL '.° 23"-25.9' 0 1 21 Al A2 26'r 1 1 PRODUCT REViSBD sv complying with bre bTa 8 80 Aacceptancceilk 16-CYo29.2! 1 19 84 1XWOOD Revised By: Dole: Revision D. Epinnin Dare rw18 BUCKSTRIP, - SEE NOTE 2, - 13Y THIS SHEET. Revised By: Dofe: Revision A: Minr.ti ade Product Co ttr 1/4'MAX SHIM " ' ' • .° —� i® De— EMBEDMENT CROSS SECTIONS&INSTALLATION J ROSOWSKI ANCHOR ` 1070 TECHNOLOGY DRIVE Title: Date. UIREMENT• - N. VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 INSTALLATION OPTION 3 NOKOMISOX 529 INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B SeieslMod4L• Scole: sheat: Drawing No. Re�: 1X BUCKSTRIP INTO MASONRY. A-LYNN IL O5 P E CERT. OF RUTH. #29996 CA-740 NTS 2 OF 11 MD-CA740-LM B CASEMENT(X) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) PRODUCTRGV:SED :u complying with Ote Ftarka B.ildin3 Code �� r-- 10',SEE NOTE 7,THIS SHEET - Acceptance Tb 16-a�q''21 FIGURE 1: (-�—(—) FIGURE 2: 740 SERIES E irntirnt Date (a r AWNING Q By I IT /C C \ k WINDOW Nlimni ode Product D FRAME WINDOW / / / _�ASSEMBLY HEIGHT TUBE -- FRAME ASSEMBLY TUBE NOTES: z m \ \ / 10',SEE NOTE 7, D —— THIS SHEET 1)DIMENSIONS SHOWN ARE 740 SERIES \ 1)DIM NSI DIMENSIONS FOR EACH —CASEMENT—� / INDIVIDUAL WINDOW.FOR SIZES NOT p I / WINDOW SHOWN,ROUND UP TO THE NEXT —�7 AVAILABLE WIDTH OR HEIGHT WINDOW I� WIDTH 74 I 740 / - / DIMENSION SHOWN ON THE TABLES. zd Q SERIES FRAME SERIES _ E ) U _ FRAME -- 2 ANY 740-SERIES PRODUCT � CASEMENT ASSEMBLY CASEMENT 'a Q WINDOW TUBE WINDOW — ASSEMBLY- (CASEMENT,AWNING OR FIXED -J o 1 �-E TUBE CASEMENT)MAYBE ATTACHED TO J J 11II THE FRAME ASSEMBLY TUBE.FOR Q t � / \740 SERIES ALL WINDOWS,USE THE WINDOWS ¢ cl) r FIXED WINDOW j NOA FOR ANCHORAGE,SIZE AND w J LL DESIGN PRESSURE LIMITATIONS. Q Q O 'SEE PRODUCTS NOA FOR - 3)ALL WINDOWS IN THE Ll1 LIJ co / INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO (V C Q 740 SERIES / / INDIVIDUALLY COMPLY WITH THE D CASEMENT EXTERIORREQUIREMENTS OF THEIR WINDOW RESPECTIVE NOA. O J u Z 1 O ~ a u 00 m Q v / 4)FRAME ASSEMBLY TUBE TO BE c:) Z 740 SERIES 740 SERIES o FASTENED TO WINDOW,AS SHOW IN _ _ AWNING CASEMENT � W FOR SINGLE UNITS: METALSCREWS.USE THE SAME U) WINDOW' WINDOWDETAILSWITH IIY Q ~ O 1)DETERMINE YOUR WINDOW SIZE MIN.#12 X 1"SMS SPACING AND QUANTITY AS THE LJ LJ AND GLASS. ITHROUGH NSTALLATION HOLES FRAME OPPOSITE FRAME MEMBER. Q la n 1- FRAME ASSEMBLY m (f) o 2 W Q 5)THE FRAME ASSEMBLY TUBE MAY a"O n U N 2)KNOWING YOUR ANCHOR TYPE TUBE NOT EXCEED 62'ASSEMBLY TUBE IN LENGTH(AS USED �r AND SUBSTRATE,DETERMINE MIN.#12 X IN A 63'FLANGED WINDOW)OR BE o`o o LL E U h YOUR ANCHOR GROUP FROM MIN.#12 X a USED IN TEE OR CROSS TABLE 3,SHEET 4. 1'SMS T SMS CONFIGURATIONS. 740 SERIES THROUGH THROUGH CASEMENT INSTALLATION 3)FROM SHEETS 5-9,FIND THE INSTALLATION 6)THE FRAME ASSEMBLY TUBE IS ® EF r N WINDOW HOLES SHEET FOR YOUR GLASS TYPE. HOLES NOT REQUIRED TO BE CLIPPED TO m a FIND THE PRODUCTS DESIGN 740 SERIES 740 SERIES THE SUBSTRATE.ALL EXTERIOR o n n PRESSURE FROM THE TABLE CASEMENT EXTERIOR FRAME CASEMENT JOINTS TO BE SEALED BY INSTALLER. of LABELED'DESIGN PRESSURE ASSEMBLY 740 SERIES O p WINDOW WINDOW z uT m (PSF)FOR SINGLE WINDOWS,ALL TUBE EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS, W ANCHOR GROUPS'. CASEMENT ADDITIONAL INSTALLATION ANCHORS _Z o 0 0 WINDOW* NEED TO BE INSTALLED HORIZONTAL SECTION C-C o z W 4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT ro Z TIP-TO-TIP.FOR SIZES NOT 10'MAX.FROM EACH SIDE OF THE SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E•E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE BELOW: DIMENSION SHOWN ON THE 1 DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1&2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. TABLES. ) id. I ft Ar—A Required b oath 2)FROM SHEETS 5-9,FIND THE SHEET FOR YOUR GLASS TYPE. Side of the Frame Assembl Tuba(FAT) 5)USING THE TABLE LABELED r Wirdow Anchor ry WINDOW ANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO AVERTICAL FRAME ASSEMBLY TUBE- OR DESIGN u Width A I B.C&D _ (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS u 17"-22.8' 0 0 THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP. c 23'-25.S' 0 1 NEEDED IN THE HEAD,SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 26"+ - JAMBS OFYOUR WINDOW. aWtrNow Anchor Typo 6 lb 4)USING THE TABLE LABELED-WINDOWANCHORS REQUIRED'(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF u- Holpht A B,C&D - 6)INSTALL AS PER THE YOUR WINDOW. rt 17`•227 D 0 INSTRUCTIONS ON SHEET 2. o 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE 23"-25.7 0 1 A L SHEET 2),AND THAT MIN.#12 X 1-ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). "� 1 1 p,E.p 56705 P E TABLE 2: TABLE 4: Window Anchors Required--, equired Jamb Snubber Locations PRODUCT'REVISED as complying with ft Florida Glass Type: Building Code rye under 23' 25-15116• 27-314' 30' 33-1a 35" 3T AcccPVB SGptsoce TJo Anchor Group Anchor Group Anchor Group nchorGroup Anchor Group Anchor Group Anchor Gmup (Ty�s 1,4&5) (Types 2,3 86-9) Date +P A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D (1n/ Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 IT max.fmm B}• under 23' 63°and None W;avi Dede Product Head/5111 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 each and&30' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 less Required max O.C. 2&15118" Head/SIV 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 rn 5�� 1Y max.from IT max.from 8, Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 oler 63' each and&30" each end&30" m Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 max O.C. max O.C. Jamb 4 4 4 4 8 4 4 B 4 4 B 4 4 6 4 4 6 4 6 6 4 J 48" "PVB'=BUTACITE�,�(�BY KURARAY AMERICA,INC. S Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 •SG"=SENTRYGLAS"bY KURARAY AMERICA INC. O JH 4 6 4 4 6 4 4 8 4 4 6 4 6 6 4 6 8 4 6 8 4 50.J8" Head/Sill 2 2 2 2 2 2 2 2 2 2 3 3 3 2 3 3 3 3 4 3 x 1)USE THIS TABLE FOR 'o V 6 8 4 6 8 4 6 B 4 B 4 8 4 8 B 4 6 8 4 m �• ill 2 2 2 2 2 2 2 2 2 2 3 2 3 2 3 3 3 3qALL WINDOWS PER THEELEVATIONS ON SHEET 1. SAMPLE CONFIGURATIONS: °��, 6 6 B 6 8 6 6 B 6 '6 6 6 6 8 6 6 8DIMENSIONS SHOWN ARE2 2 2 2 222 2 2 3 2 3 3 3 3 4 3 WINDOW TIP-TO-TIP.8 B 6 8 8 6 8 8 8 8 10 6 6 10 B B 10 6 B 10 6 , X', X, ; , Olli 2 2 2 2 2 2 2 2 2 2 3 2 3 2 3 3 3 3 3 3 2)FOR SIZES NOT 6 8 6 8 a 6 8 106B 8 10 6 B 10 6 B 10 6 SHOWN,ROUND UP TOLL 76' THE NEXT AVAILABLE •"> I--' O 10 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 .;X•� v"•WIDTH OR HEIGHT z Q ♦8 8 6 8 10 6 8 10 6 a 10 6 8 10 6 DIMENSION SHOWN ON J 1 LUill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. ;'X` 0 O CV d 00 z m ;'X'•. O �O z p 0 e z Z TABLE 3: v " 00 Q Min. Min. Anchor •,' I • ,, O Ll.l z Min. EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7/16°ANNEALED SG LAMI.GLASS, iX'; o X 1, X, i'X 1t a Group Anchor Substrate EdgO.C. Plate ?> e Y Embedment 1/4'MASONRY ANCHORS INTO CONCRETE,+701-80 PSF DP REQUIRED,NO ANCHOR PLATE t i Distance Distance Required? CO O 1/4'steel Ultracon Hollow Block 1' 6' 1-114' No CASEMENT ANCHORS: LJ.I S.Pine 5/6" 1' 141/6" No A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-90. O� O O� O o •'O 2 °'~ A #14,steel SMS(G5) 6063-TS Alum. .050^ No t� m ;�co ,`o= LL) o Q or#14 410 SS SMS eel 3!8' S!8' o B)FOR TME JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE p��'�Y`E ��0 \`� m Q a V (� Gr.33 318^ 5I8' .035,20 Ga. No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE, 0�y 0 S.Pine No E 0�� F 0 B #12,steel SMS G5) 6053-TS Alum. 318^ 5/8' .050' o C)FROM TABLE 2.6 ANCHORS ARE REQUIRED IN EACH JAMB. P •(J P '( or I 410 SSS S A36 Steel 3/8' 518" .050" No A653 Stud,Gr.33 3/8" 5/8" .035',20 Ga. No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. ® n ^ N 2.65k Concrete 2-1/2' 4' 1.318' No ro v N o N steel Ultrecon 2.65k Concrete 1' 0 E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10' 1 " ,n n " 4' 1.3/4' No o LL a Hollow Black 2.112' S' 1-114° No F)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY o o S C S.Pine 518' 1' 13/8' Yes -�{4"r-+ _._.�q• -�4"r- z vi TUBE SIDE OF THE AWNING(HEAD 8 SILL). I x ro ei #12,steel SMS(GS) 6083-T5 Alum. 318' big' .0713' Yes �Z or#12,410 SS SMS A36 Steel 318' 518" .050' Yes r w o 0 0 >aY A653 Stud,Gr.33 318' 518' .D45',18 Ga. Yes o z z w S.Pine 518" 1° 1318' Yes FIXED CASEMENT ANCHORS(SEE SEPERATE NOA): O #14,steel SMS(GS) 6083-T5 Alum. 3/8' SIB* .W13" Yes A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-83.1. or 014,410 SS SMS A36 Steel 318' 518' .050' Yes 10.6' / 1 A653 Stud,Gr.33 318° 518• .045',18 Ga. Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND 13.25' 285k Concrete 1" 4" 13/4" Yes SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 285k Concrete 2-1/2' 4' 1316" Yes D 114°steel lAtreeon Hollow Block 2-1/2" S. 1-1/4' Yes C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB. Filled Block 2-1/2' 4" 13/4" Yes \ 114'4105S 3.351k Concrete 1" S. 1314• No D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. CreleFlax Hollow Block 2-112" 5" 1-114" No 3.5k Concrete 1-1/4' 5" 13/4' No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. { \ 6 5/1V steel Ullmcon Hallow Block 3-118' S° 1-114' No Fllietl Black 2-112° 5' 1314' No F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4• _ 4^ ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL). , NOTES: �— 26" 20• 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. '' • 48" A.LYNN MILLER,P.E. 2)ANCHORS MAYBE HEXHEAD,PANHEAD OR FLATHEAD. p.E.#se706 FOR GLASS TYPES: TABLE 5: 1)5/16"LAMI(1/8 AN-.090"PVB-1/8 AN) PRODUCT RF.VISFD a Design Pressure(pet)for Single Windom,A8 Anchor Groups =compiyin&wi:h the Florida 4)7/8"LAMI.IG:(1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) Build,,,Code �y Window Width A�ptance Nod 'aO�l•^2^'� under23' 25-15116• 27.3/4' 30' 33112' 35' 37' 'PVB'=BUTACITE�VB BY KURARAY AMERICA,INC. C.pimtun l)atc !/•+� under 23" +701-90 +701-90 +70f-90 +70/-90K+701-80.6 +70/50 a70/50 BV 25.15116' +701-90 +70!50 +70/50 +70/-90 +701.90 +70/50 Mlmni PtO'g 38.118' +70l-90 +70!.90 +70/50 +70/50 +701-80 +701-90 WINDOW m 48' +701-90 +70/-90 +701-90 +701-90 +70/-90 +701-91 HEIGHT u x 50-5/8' +70/.90 +70l-90 +70/-90 +701-90 +701-90 +701.89.2 1 m 601 +701.90 +701.90 +70/-90 +70/58.5 +701-77.7 +701-74.363' +701-90 +701.90 +70150 +701-84.3 . +701•73.7 +70/-70.1 WINDOW WIDTH 72' +70150 +701-87.2 +701-77.7 +60f-71.5 +60/.62 4601-60.9 +1-59.3 pr 76° +701-90 +701-84,6 +701-75.7 +1-67.3 W-58.9 +/-57.2 +1-55.6 SEE SHEETS I&4 FORLLI EL 2 84' +701-90 1 +70!50.4 +701-71.3 +60/52.1 +/-54.2 WINDOW ANCHOR LOCATIONS AND QUANTITIES. Z o J TA 6: d Design Pressure(psf)for Windows Attached to a Vertical Frame Assembly Tube _ (D "'d LL O Window W w v under 23" 25-15!16' 27-3/4' 30' 33-112" 35" 37' a 0 N Anchor Group Anchor Group Arches Group Anchor Group Anchor Group Anchor Group (/) A B C D A B C&D B AC&D B A,C&D A B C&D B I A•C&D B A,C&D 00 LLI O v� under 23' +701-90 +70l-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +70/-90 +701-90 v 25.1`.916" +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 0 '6 O Cn Z 3&310" +701-90 +701-71.6 +701-90 +701-90 +701-81 +70'-90 +701-90 +701-90 a70'-90 +701-90 +701-90 +701-90 x701-90 +701-90 +701.90 +701-90 +70'-90 +701-90 _ W 48° +701-73.1 +1-57.3 +701-90 +701.90 +!_64.8 +70'-90 +701-90- +701-90 +701-90 +701.87.8 +701-90 +701-90 +701-78.6 +701-90 +701.90 +701-90 +70!-86.9 +70/-90 V) 0Y F- +1.69.3 +1.54.3 +70'-90 +701-90 +1-61.4 +70'-90 +701-90 +701-90 +70'•90 +701-83.2 +701-90 +701.90 +70/-74.6 +701-90 +7D/.89.2 +701-90 +701-84.3 +7D/-69.2 j d Z 0 LLJ 'IT 60' +1-585 +70-8407 +71-90 +! B +701 701-90 +701-75.9 +701-90 +701-80.3 +1_629 +701-80.6 +701-752 +701-77.7 +701-71.2 +701-74.3 O Z_ h 93 +701 -90 -6.9 4-3 -78.5 +1-59.9 +0l76.5 +701-1.6 +70/-73.7 +1. .8 +70l-701 n o� Lll+7017 +701.95 +l ' '5 o Q O U FRAME ' a ti LU U 10'MAX. ASSEMBLY �i TUBE TABLE 7: I �n N Design Pressure(psQ for Windows Attached to a Horizontal Frame Assembly Tube T ® o a n WINDOW rMwv N Window Width HEIGHT o n•r a under 23' 25-15116• 27-314' 33-112' 35' 37' WINDOW FRAME c) x 4 F HEIGHT ASSEMBLY Z W mo _ Anchor Anchor Anchor Anchor Anchor Gmup Anchor Group Anchor Group TUBE WINDOW ADDITIONAL w=p 0 0 Group Group Group GroupWIDTH LL � ANCHOR All All All All B I A.C&D A B I C&D A B C&D 10'MAX. (4),IF REQ. o G o under 23' +70150 +70/-90 +701-917 +701-90 +701.82.1 +701-90 +70/50 +70/-78.5 +701-90 +701-90 +70/-74.3 +701-90 } ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR 25.15/16' +701.90 +70150 +70!50 +70150 +701-90 +701-90 +70158.8 +701.90 +701.90 +701-84 +701-90 +701-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 38-318' +70150 +70150 +70/•90 +70/50 +70!50 +701-90 +701-90 +701-90 +70150 +701-90 +701.90 +701-90 (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAMEEASSEMBLY :9 48' +70150 +70150 +701.90 +701-90 +70!•90 +701-90 +701-90 +70/-90 +70/40 +701-90 +70!50 +701-90 TUBE. WINDOW[__ 50_6/8' +70150 +70/40 +701-90 +701-90 +701-90 +70!-90 +70150 +701.90 +701.90 +70/59.2 +70159.2 +70159.2 WIDTH 60' +70150 +70/50 +70/-9D +70158.5 +70150.6 +701.80.6 +701-77.7 +701-77.7 +701.77.7 +70/-74.3 +70/-74.3 +70/-74.3 SEE SHEETS 1&4 FOR WINDOW ANCHOR -- 63' +7(11-90 +70/-90 +70/-90 +701.84.3 +70/-76.5 +701.76.5 +70/-73.7 +701-73.7 +701.73.7 +70l-70.1 +701-70.1 +701-70.1 LOCATIONS AND QUANTITIES.SEE SHEET 77 +70/40 +70157.2 +701-77.7 +70/71.5 +80152.4 +60152.4 +60150.9 +60150.9 +60150.9 +1.59,3 +119.3 +1_6g,3 3 FOR ANY ADDITIONAL ANCHORS 76' +701-90 +70154.6 +701-75.7 +/57.3- +/-58.9 +/a8.9 +/-57.2 +/51.2 +1-57.2 +/-55.8 +/•55.6 +/.55.6 REQUIRED FOR THE FRAME ASSEMBLY 1.6 TUBE. 84' +701-90 +70150.4 +701-71.3 +60/-62.1 +1-54.2 +1.64.2 ' NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A-LYNN MILLER.P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.rl58705 FOR GLASS TYPES: TABLE 8: PRODJCT REV'SED Design Pressure(psp for Single Windows,A8 Anchor Groups 2)7116"LAMI(3116 AN-.090"SG-3116 AN) as tampt7ing witF.Me floylk�ap S.I iag Cede Window Width 'SG"=SENTRYGLA BY KURARAY AMERICA,INC. ActapvmcC 140 under 23' 2515/16' 27-314" 30' 33.117 317 37' E. rei Dsu: under2W +90/-130 +901-130 T+901430 +9D1-130 +901-130 +901-130 +901-130 13Y WINDOW Nlivii ode Produck 2515116' +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 HEIGHT 353/9' +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 a 48' +9W-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 x 50518' +901-130 +901.130 +90%130 +901-130 +901-130 +901-130 +90/-130 WINDOW m 60' +901-130 -901-130 +80%130 +90/-130 +901-130 +9D/-130 +901-130 WIDTH 63' +90/-130 +901-130 +901-130 1 +901-130 +901-130 +901-130 +90/-129.8 SEE SHEETS 1&4 FOR WINDOW ANCHOR 72" +9111-130 +901-130 +901-130 +90/-130 +90%128.1 +901-122.5 +901-113.8 O LOCATIONS AND QUANTITIES. 76' +901-130 +901-130 +901-130 +901-130 +90/-124.1 +901-116.7 +901-107.8 1 W r 84' +9Y-130 +90/-130 +906130 1 +90%130 +9g/-116.4 c z U TABLE 9: J r J Design Pressure(psf)for W'mdows Attached to a Vertical Frame Assembly Tube _ (' J LL _ Window Width W W N M under 23" 2515116" 27314" 30" 133.112' 35" 37' ` Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D AB C&D B A,C&D A B C&D A 8 C&D B A,C&D A B C&D pp W O _� under 23" +70/-90 +701.90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70(-90 +701-90 +70(-90 +701-90 +70(-90 +701-90 +70(-90 +70f-90 +701-90 +701-90 +70/•90 +701-90 `00 D 0 N Z 2575116" +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701.90 +701-90 +70(-90 +701-90 +70(-90 +701-90 +70(-90 +701-90 +70(-90 +701-90 +701-90 +701.90 +701-90 +701-90 0 $p 6n Z_ x 3831B" +701-90 +70(-71.6 +701-90 +701-90 +70/-81 +701-90 +M-90 +701-90 +70(-90 +701-90 +70(-90 +70/-90 +70(-90 +701-90 +70'-90 +701-90 +701.90 +70/-90 +701-90 +701-90 _ W ?> 'S 48" +701.73.1 +157.3 +70/-90 +701-90 +/-64.8 +701-90 +701-90 +701-90 +70(-90 +701-90 +701.67.8 +701-90 +701-90 +701.90 +70(-90 +701-90 +701-90 +701-90 +70'-88.9 +701-90 Y Q. 50518" +1.69.3 +1-54.3 +701-90 +701-90 +1$1.4 +701.90 +70f-90 +701-90 +70(.90 +701-90 +701-83.2 +701-90 +70(-90 +701.90 +70(-90 +701-89.2 +70/-90 +701-90 +70(.84.3 +70/-90 > d Z O LLJ 60" +1.58.5 +1-45.8 +70/.64.7 +70/-90 +1-51.8 +70(.61.2 +701-90 +70(-75.9 +70(-90 +701-89.6 +706172 +77001-90 +7/-80.3 70-78.6 70(-90 +701-75.2 701--90 +70/A9.5 +7 -71.2 +701-90 > Z +7 - 3 +7 -90 + +l 0 +701-78.5 +70174.9 +79 +70/71 +70190 +70I8 +1-67.8 *70f963 +1-55.7 +1-43.6 +70/-80.7 70(.89.5 +/-49.3 +70(-77.3 +701-90 .6 _h a O o LU B Q m Q :n65 C N U o of „W vQ v FRAME TABLE 10: 10"MAX -�� ASSEMBLY TUBE Design Pressure(psf)for Windows Attached to a Horizontal Frame Assembly Tube ® a N N �, Window Width B WINDOW �,'1 N M WINDOW FRAME HEIGHT o LL under 23" 2515116' 27.314" W. 33.112" 35' 37' HEIGHT ASSEMBLY Anchor Anchor Anchor Anchor Anchor Anchor TUBE _ m vi < Anchor Group Anchor Group z Group Group Groff Group Group Group WINDOW ADDITIONAL r w 0 0 0 AA All All All B A,C&D A B C&D A 6 C&D t0" WIDTH ANCHOR >a Y - (4).IF REO. ^ o w under 23" +70(-90 +701-90 +701-90 +701-90 +701.621 +70(-90 +70(-90 +70(-78.5 +701-90 +701-90 +701-74.3 +70(-90 ADDITIONAL 0 z ANCHOR SEE SHEETS 1&4 FOR WINDOW ANCHOR o 2515118° +70(.90 +701-90 +701-93 +701-90 +701-90 +701-90 +70/-98.8 +701.90 +701-90 +701A4 +707-90 +70(-90 (4).IF REQ. LOCATIONS AND QUANTITIES.SEE SHEET 38-318' +70(-90 +701-90 +701-90 +701-90 +701-90 +70(-90 +70(-90 +70!•90 +701-90 +701.90 +701-90 +70(-90 3 FOR ANY ADDITIONAL ANCHORS .. 48" +70'•90 +701.90 +701-90 +701-90 +701.90 +70(-90 +70(.9D +701-90 +701-90 +701.90 +701.90 +70'-90 WINDOW REQUIRED FOR THE FRAME ASSEMBLY x WIDTH TUBE.50-518" +70(.9D +701-90 +701.90 +701-90 +701-90 +70(-90 +70(-90 +701-90 +701-90 +701.90 +701-90 +70(-90 - 60" +70(-90 +701-90 +707-90 +701-911 +701-9p +701.90 +70'•90 +701.90 +701.90 +701-90 +701.90 +70(.90 SEE SHEETS 1&4 FOR WINDOW ANCHOR - F LOCATIONS AND QUANTITIES.SEE SHEET " 63" +70(-90 *701-90 +701-90 +701-90 +701-90 +701.90 +701.90 +701-90 +701.90 +70(.90 3 FOR ANY ADDITIONAL ANCHORS 1 72" +70(-90 +701-90 +701-90 +701-90 +70/-90 +70(-90 +70(-90 1 +701-90 +701-90 +701-90 +701.90 +7(Y.90 REQUIRED FOR THE FRAME ASSEMBLY /6 76" +701.90 +701-90 +701.90 +701-90 +701-90 +701•90 +70(-90 1 +701-90 +701-90 +701-90 +701-90 +701-90 TUBE. b r 84' +7[Y +701.90 +701-90 +701-90 +701-90 +70(-90 - NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. REA 58705 FOR GLASS TYPES: TABLE 11: PRODUCT REVISED Design Pressure(pal)tar Single Windows,All Anchor Groups 3)7/16"LAMI(3/16 HS-.090"SG-3/16 HS) 0/r-plyul6 with dte Florida Building Code Windowwidtn 7)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"HS-.090"SG-3/16"HS) AcasprancN.I(o-06?Ff.2� under 23' 25-15(16' 27J14' 30' 33•1l2' 35• 37• 9)718"LAM 1. IG:(3/16"T-1/4"AIR-3116"HS-.090"SG-3116"HS) under 23' +90/-130 +901-130 +90/430 +901-130 +90/-130 +90/-130 +90/-130 "SG'=SENTRYGLAS%Y KURARAY AMERICA,INC. By bfiami edc Product. 25-15116' +901-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 38.910' +901-130 +901-130 +901-130 +901-130 +90/-130 +90/•130 +901-130 48" +90/•130 +g0/-130 +901-130 +901-130 +901-130 +901.130 +901-130 m 505/8' +90/-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 60' +901.130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 WINDOW HEIGHT 63' +901-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 - J 72" +901-130 +90/-130 +901-130 +90/-130 +90/•130 +901-130 +901-130 76" +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 WINDOW�. 04' +90/-130 +90/-130 +90/-130 +901-130 +90/-130 WIDTH d n SEE SHEETS 1&4 FOR ' ~ ojf C' WINDOW ANCHOR CD LOCATIONS AND QUANTITIES. Z o TABLE 12: J J LL Design Pressure(pef)for Windows Attached to a Vertical Frame Assembly Tube O Window Width I W W `~ m under 23" 25.15116" 27-3/T 30' 33-t12" 35' 37 (L Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group - U) y A B C D A B C&D B A.0&D A B C&D A B C&D 9 A,CSD A B C&D DO O ,;(-- under 23" +701.90 +701-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +70/-90 B Z v 25.15116" +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +70(-90 +701-90 +70/-90 +70/-90 +701•90 +70/-90 +70/-90 +701-90 +701.90 +701-90 +701-90 +70/-90 0 o p (n Z 3B-318" +701-90 +70/-71.6 +701-90 +70/-90 +701-81 +70/-90 +701-90 +701-90 +70/-90 +701-90 *70/-90 *70/-90 r7b-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 +701.90 W 48" +701-73.1 +/-57.3 +701-90 +701.90 +1-64.8 +701-90 +701-90 +701-90 +70/-90 +701-90 +701-87.8 +70/-90 +70/-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701-88.9 +701-90 50-518" +1$9.3 +/54.3 +701-90 +701.90 +I-61,4 +70/-90 +701-90 +701-90 +70'-90 +701-9D +701-83.2 +701-90 +70-90 +701-90 +701.90 +701.892 +70/-90 +701-90 +70/-84.3 +701-90 (L Z LLJ 60' +158.5 +IA5.8 +701.84.7 +701-90 +1.51.8 +70/-81.2 +70/-90 +70/-75.9 +70'-90 +701-M.6 +701-70.2 +701-90 +7D/-60.3 +701-78.6 +701-90 +701-75.2 +701-90 +701-90 +70/-71.2 +701-90 Q Z _{` 63" +1-55.7 +1-13.6 +701-B0.7 +70/-89.5 +1-49.3 +701.77.3 +701.90 +70(-'2I +70'•90 +701.85.3 +1-68.9 +701-90 +701-76.5 +701-74.9 +70/-90 +701-71.6 +701-90 +70/-865 +1-67.8 +701-90 m` (1) `o_C9 Wo V O `V-'(5 Cin „W Q FRAME o`er 'U 10'MAX. --� ASSEMBLY TUBE TABLE 13: n N Design Pressure(psq Ibr Windows Afteched to a Hor¢ontal Frame Assembly Tube ® Y N B Window Width WINDOW N n x WINDOW FRAME HEIGHT 0 LL under23" 25-15116' 27 /4" 30 33-1/2' 35' 37' HEIGHT ASSEMBLY 0 Anchor Anchor Anchor Anchor Anchor Anchor TUBE z m�( a Group Group Group Group Group Group AnchorGroup Anchor Group WINDOW ADDITIONAL F w o 0 0 WIDTH ANCHOR >o.y All All All All B A,C&D A B C&D A B C&D t0' (4),IF REQ o Z Z w under23" +701-90 +701-90 +7(190 +70/-90 +70/$2.1 *70/.90 +7x-90 +70/-78.5 +70/•90 +701-90 +70/-74.3 +70/-90 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR 25-15116' +70100 +7(190 +701-90 +70'90 +701.90 +70/.90 +701.88.8 +701-90 +701-90 +701-84 +701-90 +70/-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET (4),IF REO. 3 FOR ANY ADDITIONAL ANCHORS 38-3/8" +70/90 +7(190 +70'90 +701.90 +70/90 +7x-90 +70190 +70/-90 +701-90 +701-90 +70/-90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY •' _ a, 48" +70190 +701-90 +70/90 +7(190 +70/.90 +701-90 +701-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 WINDOW _ TUBE. 3 50-5/0' +70190 *7x90 *70/90 +70/90 +7x90 +7x90 +7x90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 WIDTH - g60' +7(190 +7(1-90 +7(190 +70/90 +70/90 +7(190 +70/90 +70/-90 +70/-90 +70190 +70/-90 +7(1-90 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR 83" +10/90 +70/-90 +70190 +70190 +70/90 +70190 +70190 +70/-9D +101.90 +701-90 *701-90 +7D/-gp LOCATIONS AND QUANTITIES.SEE SHEET �- 3 FOR ANY ADDITIONAL ANCHORS 72' +70190 +70/90 +70190 +70'90 +70(90 +70190 +70/90 +701-90 +701-90 +701-90 +70190 +701-9D REQUIRED FOR THE FRAME ASSEMBLY 76" *70/90 +71Y-90 *70/90 +70190 +70/90 +70190 +70190 +701-90 +701-59 *70/•90 *70/-90 +701-90 TUBE. 84" +70190 +7(190 +70/90 +7x90 +70190 +70/90 NOTES: " 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A LYNN MILLER,P.I- 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.i158705 FOR GLASS TYPES: TABLE 14: 5)7/8"LAM/.IG:(1/8"T-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) PRODUCT RsvlssD Design Pressure(psi)for Single Windows,All Anchor Groups ac cemptYNB with theFtO:ide "PVB'=BUTACITEOT'VB BY KURARAY AMERICA,INC. Building Cock Window Wdlh A"p-No �-ao'�ZI under 23' 2515/16° 27-14' 30' 38-1/2' 1 35' 37' Ezpimtian Date under 23"r+70/-90 +701-90 +70130 +70130 +701.90 +701-90 +701-90 By 2515/16" +701-90 +70/-90 +70130 +701-90 +701-90 +70/3038-318' +701-9g +70130 +70130 +7W30 +701-90 +701.90 48" +701-90 +70130 +701-90 +70/30 +70/-90 +701.9050518' +701-90 +701-90 +70130 +70130 +701.90 +701-9D60" +701-90 +701-90 +701-90 +701-90 +70/-86.6 +701-B4.fi WINDOW HEIGHT63" +701-DO +701-90 +701-90 +701-81.2 +701.84 +701-79.9 - -I 72° +70130 *70/30 +70!-88.5 +701-81.5 +601-70 O +601-69.4 +60'-87.6 1 76' x701-90 LLI 't +701-90 +701-86.3 +701-76.7 +60/-87.2 +60/-85.2 +601.63.3 -�J WINDOW d :2 1- 84' +701.90 +70130 +701-81.3 +601-70 +60/-61.8 WIDTH (1) z°U SEE SHEETS 1&4 FOR -6 .5❑' WINDOW ANCHOR C7 LOCATIONS AND QUANTITIES. Z_ � o TABLE 15: � r _ Design Pressure(ps1)for Windows Attached to a Vertical Frame Assembly Tube d J i- m LL Window Width Q 0 under 23' 2515/16" 27-314' 30' 33112' 35 3T a" W W N oD Anchor Group Anchor Group Anchor Group Anchor Group AnchorGroup Anchor Group Anchor Group N IL ❑ A B C D A I B C&D B A. A B CBD A B C&D B A. B A,C&D r (Q � U) under 23' +70/30 +701-90 +70!30 +701-90 +701-90 +70130 +70/30 *70/30 +701.90 +701-90 +701-90 +70130 +701•90 +701-90 *70130 +70/•90 +70/30 +701-90 +701-90 O m 2515116' +70/30 +701-90 +701-90 +701-90 +70/-90 *701130 +70/30 +70130 +701-90 +70!30 +70/30 +7430 +701.90 +701-90 +7(130 +70!30 +701-90 +70!30 +70/•90 V Y O ❑ ❑ Z 3&3/8- +70/30 +70/•71.6 +701-90 +70130 +701-81 +70/30 +701-90 +70130 +70130 +701-90 +70/-90 +70/30 +70/.90 +701-� +70/30 +70130 -+70130 +701-90 +701-90 0° o°O U) Z 48' +701-73.1 +/-87.3 +70130 +70130 +1-64.8 +701-90 +70!-90 +701-90 +70/-90 +701-90 +701-87.8 +70130 +701-90 +701-78.6 +701-9D +70/-90 +70/30 +70/-88.9 +70130 L 50-5/B' +1.69.3 +1-54.3 +70130 +701-9D +/-81.4 +70/-90 +701-90 +701-90 +701-90 +7d-90 +70133.2 +70!30 +701.90 +701-74.6 +701-80 +70/$9.2 +70130 +701-84.3 +701-90 � 60' +/38.5 +1-05.8 +701.84.7 +701-90 +/-51.8 +701-81.2 +701-90 +701-75.9 +701-90 +701.89.6 +701-70.2 +70/-90 +70/-80.3 +/-82.9 +70130 +701-75.2 +701-88.6 +701-71.2 +701$4.6 0- Z 0 63" +155.7 +1-03.6 +701-80.7 +701-89.5 +/49.3 +701-77.3 +701.90 +701-72.3 +701-90- +70/485.3 +/{664.9 +701-90 +701-76.5 +/-59.9 +701-87.2 +701-71.6 +701.84 +/•67.8 +701-79.9 O Z LiJ a� co oC7 W 8Q FRAME m 0 u W (n N U 10"MAX -�-I [,,-ASSEMBLY « o TUBE �u $ p❑ U in TABLE 16: WINDOW Z,n rn Design Pressure(pal)for Windows Attached to a Horizontal Frame Assembly Tube HE1GHiH "� Window Width f under 23^ 25.15116' 27-14' 30" 33-112' 35' 37' WINDOW FRAME ofJ WINDOW ADDITIONAL 04 OLL HEIGHT ASSEMBLY WIDTH �- AN CHOR Anchor Anchor Anchor Anchor TUBE 4,IF REO. Anchor Group Anchor Group Anchor Group - () .,��w = 40 Group Group Group Group - O SEE SHEETS 1&4 FOR WINDOW ANCHOR a x All All All All B A,C&D A B C 8 D A B C 8 D 10"MAX. LOCATIONS AND QUANTITIES.SEE SHEET o Z Z w under 23" +701-90 +701-90 +70130 +70I3D +701-821 +701-9D +70/30 +701-76.5 +701-90 +701-90 +701-74.3 +70130 3 FOR ANY ADDITIONAL ANCHORS U ADDITIONAL 2515/16' +70130 +701-90 +70/30 +70130 +701-90 +701-80 +701-88.8 +701.90 +701-90 +701-84 +701.90 +701.90 ANCHOR REQUIRED FOR THE FRAME ASSEMBLY 38-816" +70/30 +701.90 +70/30 +701-90 +70/-00 +701-90 +701-9D +701.90 +701-90 +70/-90 +701-90 +701.90 (4).IF REQ. TUBE. .. l" 48^ +70130 +701.90 +701-00 +70130 +70130 +701-9D +70/30 *70/30 +701-90 +701-90 +70/-90 +701-90 sg' 50.518" +701.90 +701.90 +70130 +70130 +70130 +701-9D +70/-90 +701.90 +70/30 +701-90 +701-90 +70130 WINDOW - - _.-I WIDTH �- - 2 60" +701-90 +70130 +70/30 r70lAD +70130 +70/-90 +701.88.6 +70/.68.6 +70/38.8 +701-84.8 +701.04.6 +701$4.8 SEE SHEETS 1 8 4 FOR W NDOW ANCHOR 63" +701-90 +70130 +701.90 +701-90 +701-87.2 +701-87.2 +70/434 +70/-84 +701-84 +701-79.9 +70/-79.9 +701-79.9 LOCATIONS AND QUANTITIES.SEE SHEET 72' +70/-90 +701-90 +70/-88.5 +70131.5 +601-70 +60/-70 +601-89.4 +60/39.4 +80/39.4 +60137.6 +601-67.6 +80137.6 3 FOR ANY ADDITIONAL ANCHORS 76' +70/30 +70/30 +70!36.3 +701-78.7 +601-87.2 +601-87.2 +80135.2 +801.85.2 +80/35.2 +601-83.3 +60133.3 +60/33,3 REQUIRED FOR THE FRAME ASSEMBLY 6J'O Lo 84' +701-90 +70130 +701-81.3 +601-70 +601-81.8 +60/{1.8 NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNNMILLER•P.E. 2)SEE SHEET FOR SNUBBER REQUIREMENTS, P.F-58705 FOR GLASS TYPES: TABLE 17: a Design Pressure(psQfor Single Windows,All Anchor Gmups 6)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3116"AN-.090"SG-3/16"AN) PRODUCT REVISED plying with the Florida 8)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"AN-.090"SG-3/16"AN) Building code Window Width A=Ptance No WO't*24.21 under 23' 25-15116" 27-3/4" 30' 33.1 IT 35' 3T 'SG"=SENTRYGLAS BY KURARAY AMERICA,INC. E imt Daie under23" +901.130 +901-130 +901-130 +911!-130 +901-130 +901-130 +90/-130 21y 25.15116' +90/-130 +901-130 +90/-130 +B0/-130 +901-130 +901-130 +901-130 Mi- a P on 38.318' +901-130 +901-130 +901-130 +901-130 +901430 +901-130 +90/-130 48' +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 = 50-518' +90/-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 i em W. +901-130 +9111-130 +901-130 +901430 +90/-130 +901-130 +901-130 WINDOW HEIGHT M 63' +9Dl-130 +901-130 +901-130 +901-130 +901-130 -90/130 +901-130 J 72" +901.130 +9y-130 +�/-130 +90/-130 +90/-130 +110/-124.8 +901-115.7 P76' +90l-130 +901.130 +90/•130 +901-130 +gW.126.2 +901-118.7 +90/_109.6 WINDOW W h . +80l=130 +901-130 +901-130 +9111-130 +901-118.4 WIDTH } (n i V SEE SHEETS 1&4 FOR a WINDOW ANCHOR C0 's 2 LOCATIONS AND QUANTITIES. z _jo N r TABLE 18: a Q Desigi Pressure(psf)for Windows Attached to a Vertical Frame Assembly Tube _ C7 JLL Window Width .0 M under 23" 25-15116" 27-314" 30" 33.112" 35' 37' (L W y Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group r (/) co A B iC D A B C&D B A,CBD A 8 C8D A B C8D B A,CBD A B C8D 0p W O :;H Of under 23" +701-90 +701-90 +701-90 +701-90 +70/50 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +70/•90 +701-90 +701-90 +70'-90 +701-90 +70/-90 +701-90 +701.90 +70/-90 V 00 D Z Y 25-1&16" +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +701-9D *701-90 +7(Y-90 +701-90 +701-90 +701-90 +701-90 +70/-90 *701-90 +701-90 +701-90 +701.90 0 o O U) Z 3848" +701-90 +701-71.6 +701-90 +701-90 +70111 +7014i +70/-90 +701-90 +70!-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70!-90 +701-90 +701-90 +701-90 +701-90 _ W ag 48" +701-73.1 +1-57.3 +701-90 +701-90 +/-64.8 +701-90 +701.90 +701-90 +701.90 +701-90 +701.87.8 +7D!•90 *701-90 +701.90 +70'•90 +701-90 +701-90 +70/-90 +701.98.9 +701-90 Y � 50-5!8" +1-69.3 +/-54.3 +701-90 +701-90 +111.4 +701-90 +7D!-90 +701-90 +70r-90 +701-90 +701-83.2 +70'-90 +701-90 +70/-90 +701-90 +701-89.2 +701-90 +701-90 -704843 +701-90 d Z 0 60" +1-45.8 +70114.7 +701-90 +151.8 +7411.2 +701-90 +701.75.9 +701-90 +701.89.6 +701-70.2 +701-90 +7 -80.3 +701-78.6 +701-90 +701-75.2 +701.90 +701-90 +701-71.2 +701.90 O Z W +13.6 0.7 +7 -89.5 +IA9.3 +7 -77.3 +70!•90 +7 -73 +7 -90 +7015.3 +16.9 +701-90 +701-76.5 +701-74.9 +7 .90 +701.71.6 +7 -90 +701-6.5 +1-67.8 +701-90 (n (D w63" Q O a to (n U i ll W Q FRAME o '7 8 C) 10-MAX ASSEMBLY I TUBE TABLE 19: N Design Pressure(psf)for Windows Attached to a Horizontal Frame Assembly Tube WINDOW B HEIGHT o 4 Window Width WINDOW FRAME z w under 23' 25-15116' 27-314" 30' 331/2' 35' 3T HEIGHT ASSEMBLY � w m rn a Anchor Anchor Anchor Anchor Anchor Anchor TUBE _ WINDOW ADDITIOtu+L w o p 40 Anchor Group Anchor Group �I INDO ANCHDR >a Y Group Group Group Group Group Group o o 10'MAX. (4),IF REQ. n z z ¢ All All All All B A,C&0r+701-88.8 B C 8 D A B C 8 D o under 23' +70150 +701-90 +701.90 +701-90 +70112.1 +701-90 +701-711.5 +70150 +701-90 +701-74.3 +701-90 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 25-15/16" +701-90 +70/50 +70/•90 +701-90 +70/•90 +701-90 +701-90 +701.00 +701-84 +70/-90 +701-BD 3 FOR ANY ADDITIONAL ANCHORS (4),IF REQ. REQUIRED FOR THE FRAME ASSEMBLY 38-318' +70150 +701-110 +701-90 +701.90 +701-90 *701.90 +701-90 +70150 +701-90 +70150 +701.9048' +701-90 +70150 +70/-90 +70150 +701-90 +701.90 +701.90 +701-90 +701.90 +70150 +701.90 WINDOWTUBE. 50 5 8 +70/90 +701-90 +701.90 +701.90 +701-90 +701-� +701-90 +70150 +701.90 +701-90 +70/-90WIDTH60" +701-90 +70/50 +701.90 +70!•90 +701-90 +701.90 +70/-90 +70150 +70150 +701-9D +701.90 SEE SHEETS 1&4 FOR WINDOW ANCHOR63" +701-BO +70150 +701.90 +71ll-90 +7W90 +70r-90 +70/-90 +70/-90 +701-90 +70113(1 +7Gr-90 LOCATIONS AND QUANTITIES.SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS a 7T +70150 +70/50 +70/50 +701-90 +70150 +701.90 *70A0 +101.110 +70/50 +70150 +701-90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY r'� 76' +7W-90 +701-90 +70!50 +70/50 +7NA0 +701.90 +70150 +701.90 +70150 +701-90 +701-90 +701-90 TUBE. _ B4' +70/50 +70/50 +70/-90 +701-80 +70/-80 +701-90 1 NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. a LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.e 58705 TABLE 20: Item Dwg.# Description Material ASSEMBLY DETAILS - 1 7002 Main Frame Head,Sill&Jamb 6063-T6 Alum. ALL DETAILS SHOWN FROM THE INTERIOR 2 7071 Anchor Plate 6063-76 Alum. 3 7003 Sash Top,Bottom&SideRall 6063-T6Alurn- 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 3 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Comer Gasket Vinyl Foam 8 1 7070 IBulb Weatherstrl .187"x.275" Flex PVC 70 10 7024 Maxim Multi-Point Lode Steel SASH 11 7026 LockSupport Plate Steel 12 7014 Multi-Lock Keeper Steel ASRECIUIREDPER CORNERS TABLE 3,SHEET 4 2 13 7013 Tie BarGulde Nylon 1 14 7015 Tie BarAssembly Steel or SS 15 7028 Maxim Dyad D erator WW<-24" Steel b 16 7027 Maxim Dual Arm operator,WW>24" Steel D 17 7030 Operator Gasket Vinyl Foam 7 18 7031 Operator Backing Plate Steel 19 7051 Operator Spacer Block Nylon 3 20 7032 Stud Bracket Steel 21 7033 0 eratorTrack&Slider Dual Arm Steel 22 7023 Egress Hina Heavy Duty),Manuf.by Truth Steel 23 7050 Egress Hinge/Washable(HD),Manuf.b Truth Steel 5 24 Snubber,Anti-blowout Clip Steel 32 1713 Setting Block 513V'x 3/16"x 1-1/4" EPDM 33 1714 Setting Block 5/32"x 7/15'x 1-1/4" EPDM 35 7036 Lama Bead B 6063-T6 Alum. 85 36 7042 Lami Bead C 6063-76 Alum. 37 7059 Lami Bead D 6063-T6 Alum. 38 1224 Vinyl Bulb Wst (Thick) Flex PVC 70 1 39 1225 Vinyl Bulb Wst Thin Flex PVC 70 50 Dow 899 Silicon Backbedding 'D 60 7006 Screen Frame 3105-1-114 Alum. m = INTERIOR 61 7040 Screen Corner Key Polypropolene 62 Screen Cloth Fiberglass 6 63 1635 Screens line EM.PVC 64 320 Screen Spring Stainless Steel 4 70 134 Add-on Flange 6063-T6 Alum. 71 1 7004 Frame Assy Tube 6063-Ts Alum. FRAME 80 #8-32 x 1/2"Ph.Pn.Mach.Scr TYPE B Stainless Sted 81 1157 #8x1/2"Ph.Pn.SMS Stainless steel CORNERS PRODUCT REVISED ­Mpl82 #8x5 8"FI.Ph.SMS Stainless Steil 98 :u Building iag i&,Ow Flodda B-ple Cade l6-o�oz9.21 83 #8x7/8"FI.Ph.SMS Stainless Steel � � Acceptmm>wr 84 #8x l"FI.Ph.TEK Stainless Steel .. _ Revised By: Dote: Revision B: EspiraocmDate 11•� 85 #8x 1"Quad Pn 5M5 Stainless Steil By Stainless Steel Pro*A 86 #8 X 1-1/2"Quad Pn SMS Revised By: Dur,: Revision Ar 87 #10x 1/2"Ph.Pn./TEK Stainless Steil B9 #10.24x 9/16"Ph.Pn.TYPE F Stainless Steel 90 #12x 1"Ph.Pn.TEK Stainless Steel I�j� P 16 ® Description: Drawn By: ll� �i D a BOM AND CORNER VIEW J ROSOWSKI - - 1070 TECHNOLOGY DRIVE Titre: Dote: N. VENICE, FL 34275 CASEMENT WINDOW DETAILS—LM&SM 08/08/12 P.O. BOX 1529 NOKOMIS. FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev: A.LYNN MILLER P.E. CERT. OF AUTH. 029296 CA-740 NTS 10 OF 11 MD—CA740—LM B P.E.#68705 1 —►1 1.124' .062' _ 1 NOM. 434" 2.919" � .125° 439' .062" 2.701" SILICONE STRUCTURAL HOT-MELT BUTYL NOM. SILICONE 1159" .062' STRUCTURAL FOAM 3116"NOM. 2.139"1"139, 1/4"NOM. --^ POLYISOBUTYLEN I WITH — 2.784° WITH DESICCANT DESICCANT ^ ^ .093' EXT.GLASS 11 EXT.GLASS / ,, `FRAME HEAD, i' SASH TOP, 71 FRAME 10 SILL&JAMB BOTTOM&SIDE ASSEMBLY TUBE #7002,6063-T6 #7003,6063-T6 #7004,6063-T6 INT.GLASS INT.GLASS 1.356" 2203" +{ @100 KODISPACE 101 SUPERO •�v 1.090" 1A1 1' I�.aa1" lr� 1 4SG TPS SPACER NXT j .423 --�- Imo} ,095° I FIXED 093" @ANCHOR PLATE O SCREEN FRAME O ADDON FLANGE 2 60 70 #134,6063-T6 ALUMINUM #7071,6063-T6 #7006,6063-T6 REINFORCEMENT POLYISO-jt NT FILL AREA BUTYLENE5/16"NOM. 5/16"NOM. SEAL _ LICONE SEAL .706° .523' YL DESK ANT ROLL-FORMED .050° -A .050"FOAM STAINLESS STEEL EXT.GLASS .865° .865EXT.GLASS �BEAD B BF ID C INT.GLASS .GLASS O #7036,6063-T6 #7042,6063-T6 102 DURASEALO 103 XL EDGETM @SPACER @SPACER 172* ' .870 .050" Part# Description Material T7� �-- .569' 100 Kammerling 4SG TPS Spacer System 37 BEAD D PRODUCTREVISED 101 Quanex Super Spacer NO with Hot Melt Butyl See this #7059,6063-T6 as complying wiL.the Florida Budding Code 102 Quanex Duraseal Spacer Materials A—PanceNo-6 Sheet for -CY'o2q.21 103 Cardinal Edge Spacer Revised By: Ddfs: Revision B: ExP ra xw Date 20t$ J R 05/05/16 ADDED THIS SHEET y REFERENCE TEST REPORTS:FTL-8717,8968&8970 - WITH SPACERS. I�;ani >adc i`♦odtmt Cor, Revised By: Dole: Revision A: Dro �`�— -ywn ey: l/ (�. EXTRUSIONS&SPACERS J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: Date: N. VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 P.O. 80% 1529 .. NOKOMIS, FL 34274 Series/Model: Scale: 'Ti Drawing No. Rev: A.LYNN MILLER,P.E. CERT. OF AUTH. #29296CA-740 NTS 11 OF 11 MD-CA740-LM B P.E.#68705