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Home My WebLink AboutProduct Approval-Windows 5/9/2019 a Florida Building Code Online � ix.-ay 7'1•�..--55,�, -'` tj 2 t; ti. j x frt rig"" 5f . 4 -�L"' ," r7 7.::- �e iVi {'� iqr , itX ` :l �f'O — i -i ..an....,,-,4,,,,, � cx i 1.: ,,'j� ` / VE' l N b F F C 1 f 1,,:„.:*,,,tit IL x,a -�*I0 _7,mE•!-,,.0 `Y ,�,,,�.. apt r r E i , �i�'1. --,....,,--,4—.0..-_,--,,:-� -ky.d -e, a`" E �,;�. f. 1 i r 1 k-1 % m�-E, f' t¢ af;)411:1/4!t F 6 rt , , ." �� A� a .. 4 '.e..,_-:.,:..ta Y y , , irk {,,i tail.. w ern.. { }y _ 4 �<.. .,I,�._13w % ki&A'~s�'.' l�jzr'agr " 'u"1 BCIS Home , Log In ; User Registration ' Hot Topics Submit Surcharge St Facts AgOscaE'gns . Contact Us SCIS Site Map , Links Search UvS. IflLI}ad !y Product Approval Qet 5��9JG �USER:Public User r Product Ap-preval Menu>Product or Application Search>Application List>Application Detail i 'rsy:1S'��. y F 6M E t `.t 1c FL# FL14088-R8 ''''''' •'"'' Application Type c . ation .40('o Code Version 2017 Application Status Approved . <644" Comments Archived ook Product Manufacturer JELD-WEN Address/Phone/Email 3737 akeport Blvd Klamath Falls, OR 97601 (800)535-3936 ' fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Window Subcategory Fixed / Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By c'I affirm that there are no changes in the new Florida'Building Code which affect my product(s)and my product(s)are in • compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity :Yes No N/A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCBy1JpzL3ROryAp18kCJKZQ4rdUrF9Egel%2fXZQ%3d%3d 1/3 5/9/2019 ..i, Florida Building Code Online 1 Product Approval Method Method 1 Option A Date Submitted 08/15/2017 Date Validated' 08/15/2017 Date Pending FBC Approval Date Approved 08/16/2017 Summary of Products I — 1 -1-- FL# I Model, Number or Name I Description r i 14088.1 !Premium Atlantic Vinyl I Fixed (8300) 52.125" x 75"Insulated Glass(3/16 in- 3/16 out i i [Annealed) i Limits of Use !Certification Agency Certificate Approved for use in HVHZ:Yes 1 FL14088 R8 C CAC NI011678-R1,pdf Approved for use outside HVHZ:Yes 'Quality Assurance Contract Expiration Date Impact Resistant: No 08/30/2025 ' Design Pressure: +55/-55 Installation Instructions Other: Windows with insulated glass units wider than 36" FL14088 R8 II DP- require setting blocks. Miami-Dade NOAs: Quanex Building i 55 52125x75 Installation Instructionsaclf [Products,Inc PVC (12-1017.02 and 13-0425.15). i Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes I Evaluation Reports 1 FL14088 R8 AE PER3111.pdf I i I Created by Independent Third Party: Yes . , r [ _ 14088.2 [Premium Atlantic Vinyl I Fixed (8300) 52.125" x 75" Insulated Glass(3/16 in- 3/16 out 1 Tempered) i Limits of Use I Certification Agency Certificate I Approved for use in HVHZ:Yes • FL14088 R8 C r AC NI011677-R1,0f , Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No08/30/2025 Design Pressure: +65/-65 I Installation Instructions I Other: Windows with insulated glass units wider than 36" 1 FL14088 R8 II DP- require setting blocks. Miami-Dade NOAs: Quanex Building i 65 52.125x75 Installation Instructions.psif [Products,Inc PVC(12-1017.02 and 13-0425.15). I Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes 'Evaluation Reports I FL14088 R8 AE PER3110.ps1 ' 1I Created by Independent Third Party: Yes I --- . , 1 • I 14088.3 I Premium Atlantic Vinyl I Fixed (8300) 52.125" x 75" Insulated Glass(5/16 PVB Lam in- 1 1 13/16 Annealed out) Limits of Use (Certification Agency Certificate I Approved for use'- Z:Yes i FL14088 R8 C CAC NI011699-R1.pdf Approved for us- o s'd HVHZ:Yes I Quality Assurance Contract Expiration Date Impact Resista t:Yes I 09/30/2025 I Design Pressur- + - 5 i Installation Instructions Other: Windows with insulated glass units wider than 36" I FL14088 R8 II DP- . require setting blocks.These windows do not meet small 55 52.125x75 Impact LMI Installation InstructionS‘p_di ,missile impact wind-borne requirements as required by FBC, Verified By: Hermes Norero, PE 73778 [section 2411,3.3.7 when the exterior lite is annealed,These Created by Independent Third Party: Yes windows meet small missile impact wind-borne protection !Evaluation Reports [requirements as required by FBC,section 2411.3.3.7 when the ; FL14088 R8 ,AE PER3109.01 I exterior lite is tempered. Miami-Dade NOAs: Quanex Building I Created by Independent Third Party:Yes 1 Products,Inc PVC(12-1017.02 and 13-0425.15), Dupont PVB Interlayer(13-0129.27). 1 _ 14088.4 Premium Atlantic Vinyl Fixed (8300) 52.125" x 75" Insulated Glass(5/16 SGP Lam in- [ i 3/16 Tempered out) i----- Limits of Use • ,Certification Agency Certificate Approved for use in HVHZ:Yes I FL14088 R8 C CAC NI011747-R1,psff Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/30/2025 Design Pressure: +65/-65 I Installation Instructions Other: Windows with insulated glass units wider than 36" FL14088 R8 II DP65-65 52.125 x require setting blocks.These windows do not meet small ,75 LMI Installation Instructions.p_clf missile impact wind-borne requirements as required by.FBC, Verified By: Hermes Norero, PE 73778 section 2411.3.3.7 when the exterior lite is annealed.These I Created by Independent Third Party: Yes windows meet small missile impact wind-borne protection I Evaluation Reports requirements as required by FBC,section 2411.3.3.7 when the 1 FL14088 R8 AE PER3112.pdf exterior lite is tempered.Miami-Dade NOAs: Quanex Building I Created by Independent Third Party:Yes Products,Inc PVC(12-1017.02 and 13-0425.15), Dupont ! SentryGlas Interlayer(11-0624.02). i IN,,,,l hilps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw1DqtGLR%2byCBy1JpzL3ROryAp18kCJKZQ4rdUrF9Egel%2fXZQ%3e/o3d 2/3 , . ,�76.O.C. 4.5.IIAX. NAIL FIN INSTALLATION ITN%.THRU f-- WRITERS -r 2°MIN.EMBEDMENT �- 00,...„„.. i.1/ 2X WOOD FRAME MIN.DISTANCE '✓� FOR EDGE:3/4" • 15.5.OC. illi ` MIN.DISTANCE -MAX,7}RU FOR EDGE:3/4" 2X WOOD © FIN —'�" FRAME J-Ma 1/4"MAX IM 11111 SHIM SPACE r 1/4"MAX • FRAME SECTION(TYP) , SHIM SPACE _ VERTICAL SECTION g NOTE:Caull.belwen N Ymg Marge Woad Opan.n• 1 1/2"MIN. k '�, zz.o mm EMBEDMENT I 2.0 mm < 5.0 mm�l - X3.0 mm Vii= x 1 GLASS BITE •�I II 13.0 mm 0 .1_,,_;_i- ("FA � O 5- -4 D W 99 5 6LAZINGDETAI4 JAMB SECTION(TYP) fill� HORIZONTAL SECTION r*Lt NOTE Caulk between Nailing Flange&Wood Opening. 7-MI 1SHIM/4IMASPAX CE ~ 111111144. CE FOR EDGE: t/4" / 1 I 1 1 \ IIO V'�p` 2XWooDFRAME Max Frame DP RATING IMPACT Imo—WINDOW WIDTH(02.128'....)_--1I- /2"MIN.EMBEDMENT 52 1/8 7 X /5 +55/-55 YES TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use#10 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida 1/2"into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 5mm annealed-10mm airspace-3mm annealed-2mm PVB by project of installation. DuPont-3mm annealed. Digitally signed by Hermes F.Norero,P.E. 4. Use structural or composite shims where required. Reason:I am approving this document 5. Installation methods can be interchanged within the same opening. Date:2013.11.27 12:26:25-05'00' 6. An impact protective system is not required where wind borne debris protection is mandated by local This schedule addresses only the fasteners required to anchor thebuilding code. window to achieve the rated design pressure up to the size limitations NO 4,1 7. Maximum sizes are buck sizes and do not include fin or flange. noted. It is not intended as a guide to the installation process and does ��'f SSS F. 0,. ei, PROJECT ENGINEER: DATE: • A. -- 10/14/2013 3737 Lakeport Blvd not address he sealing consideration that may arise in different wall 4Q'.,. . .,: f t rim SCALE: JEI:..11-L. EN Klamath Falls,OR.97601 conditions. For the complete installation procedure,see the instructions �p D.Vezo NTS Phone: (541)882-3451 packaged with the window or go to 1 •' :._ ^ /�EC�BY: TITLE:www.jeld-wen.com/resources/installation. _ *t -r f w _ J. Kantola •• = -o 7.1-,T. ,T a : c ,APPROVED BY: J Premium Atlantic Vinyl Impact Fixed Window DISCLAIMER: -- „ 0 ; 1.L._ III', . Nail Fin Installation (52.125”x 75")This drawing and its contents are confidential and are not to be !� P T o Ecr NO: • a;., . ••• �rJ 461 _reproduced or copied in whole or in part or used or disclosed to others i ,.. o : . except as authorized by JELD-WEN Inc. 308 ' ' '•'•" NO IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET NCTL210-3909-1-FBC 00 1 OF 4 14.375"0.C. 45,rAx — THROUGH FRAME /E z THRU I I I CORNERS FOR EDGE:34 uA © INSTALLATION FRAME ---\ 1 1 1 1 /'MIN.0°44.::�'Al EMBEDMENT 1335'O.C. �'-amnia -MAX.THRU J-MI 1 1/2"MIN. FRAME 0 1/4"MAX EMBEDMENT 7�1 ' SHIM SPACE 1_ 1/4'MAX _ Ir © I SHIM SPACE FRAME SECTION(TMP) L VERTICAL SECTION Ra 22.0 mm k°. I 20mmMIN.DISTANCE 1 ,111 5.0mm13..0mmFOR EDGE:3/4" ti • 0Ailll1iII - G 350 rim 0 • • ( DOW 996 JAMB SECTION(TYP) -4 1 HORIZONTAL SECTION GLAZING DETAIL 1%ps ' 1/4"MAX 0 7,-� 9 SPACE 1T T T T~ p�/ 11 11/2"MIN. Max Frame DP RATING IMPACT EMBEDMENT [---'-.WINDOW WIDTH cu 12-MAX.) I 52 1/8 x 75 +55/-55 YES MIN.DISTANCE TYPICAL ELEVATION WITH FASTENER SPACING FOR EDGE:3/4" Installation Notes: - General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use#10 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 1 1/2" of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 5mm annealed-10mm airspace-3mm annealed-2mm PVB by project of installation. DuPont-3mm annealed. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is not required where wind borne debris protection is mandated by local This schedule addresses only the fasteners required to anchor the building code. tot f1.1J11/ window to achieve the rated design pressure up to the size limitations `‘). t1Ji/, 7. Maximum sizes are buck sizes and do not include fin or flange. noted. It is not intended as a guide to the installation process and does •‘ _S��S F. : Q,..•i,, PROJECT ENGINEER: DATE: `"' i 3737 Lakeport Blvd not address he sealing consideration that may arise in different wall �� Q" "..* .. ,. F i, -- 11/11/2013 •. /..' % ''r• Klamath Falls,OR.97601 conditions. For the complete installation procedure,seethe instructions :tQ DRAWN ezo SCALE: NTS Phone: (541)882-3451 packaged with the window or go to t ;. : , CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. _ ;AF. . F * = J. Kantola = -o TFT a c APPROVED BY: Premium Atlantic Vinyl Impact Fixed Window DISCLAIMER: �� "" Through Frame Installation (52.125"x 75") This drawing and its contents are confidential and are not to be �� O L•-...410T-.:. P T o ECT No reproduced or copied in whole or in part or used or disclosed to others �•• - ,� • !"‘o. s •'` 1 except as authorized b JELD-WEN Inc. 398 'r1' -Sf '- -' • S8B IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEEP p y /1/111111" :.f..71', 1', NCTL210-3909-1-F 00 20F4 ,uu 14.570•O.C. 43'MAX. IN.DISTANCE MASONRY INSTALLATION IIA%.THRU I I FROM CORNERS FOR EDGE:21/2' FRAMEMASONRY ' 1 j `1_ j Ir_ • e 21:44• BLOCK A- — 4 .a © EMBEDMENT _ O.C. _: -MAX. L THRU FRAME _ 411F7-7-1111 11/4"MIN. 1/4'MAX EMBEDMENT •'- 0till Iiii, �. SHIM SPACE U4`MAX ' Irr Lir, I SHIMSPACEFRAME SECTION(TMP) MIN.DISTANCE � VERTICAL SECTION FOR EDGE.2 U2'w 22.D mm 1 --r 2.0mm �r5.0 mm I �30mm 'MASONRY „,.. I< I!4I1 ii GLAS mBI BLOCK0 JAMB SECTION(TYP) �� DOW 995 HORIZONTAL SECTION I•- / U zING DETAIL (IIID 0 'fir 1/4"Max 61 - SHIM SPACE 1! 7 7 1 \ 0 EMBEDMENT Max Frame DP RATING IMPACT I- WINDOW WIDTH(02.120• MAX.)— I °�Q. BLO KNRY 52 1/8 x 75 +55/-55 YES MIN.DISTANCE TYPICAL ELEVATION WITH FASTENER SPACING FOR EDGE.21/2' Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use 3/16"Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida of 1 114"into concrete or masonry at each location with a 2 1/2"min from edge distance.For concrete Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. (min.fc=3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 2. All glazing shall conform to ASTM E1300. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing shall be 5mm annealed-10mm airspace-3mm annealed-2mm PVB by to the structure. The host structure is the responsibility of the architect or engineer of record for the DuPont-3mm annealed. project of installation. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is not required where wind borne debris protection is mandated by local This schedule addresses only the fasteners required to anchor the building code. II1;1.1111 window to achieve the rated design pressure up to the size limitations >>)�� <<� 7. Maximum sizes are buck sizes and do not include fin or flange. noted. It is not intended as a guide to the installation process and does �� ‘,1\, S F. Q.. �I PROJECT ENGINEER: DATE: .,•��;•< , ��. 3737 Lakeport Blvd • not address he sealing consideration that may arise in different wall !� Q-;0 � -- 10/14/2013 JELDVEN P�/ : r 'A Klamath Falls,OR.97601 conditions. For the complete installation procedure,see the instructions i ? , 0 DRAWN BY: SCALE: packaged with the window or go to o D.Vezo NTS Phone: (541)882-3451 = CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. _ *.. • r : 7r _ J. Kantola • 'o a :TIT s tr APPROVED BY: Premium Atlantic Vinyl Impact Fixed Window DISCLAIMER: 1_ **, • 1 -- I MasonryInstallation (52.125"x 75" This drawing and its contents are confidential and are not to be j' 'I.. C•- 0r•'4 P T •PRO ECT D: ) reproduced or copied in whole or in part or used or disclosed to others �i - ,,. o, • • I �exce t as authorized byJELD-WEN Inc. 388 '�' �,P��."- �� 'IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET p UrMu�„1, NCTL210-3909-1-F QO 30F4 14.575'o.C. 4.s HAx. Min.embedment STEEL MAX.TNS I I FRON CORNERS of three threads FRAIE _ past frame 18 gauge mtn 1 1 J. l _ II i Q l Steel Stud I 3 las•O.C. — —MAX.TNRu WI III FRAME o 1/4^MAX 1/4"MAX • �r 11111 t SHIM SPACE SHIM SPACE —4B- — 71 FRAME SECTION(TYP) Min.embedmentof three threads 7611 1 M. VERTICAL SECTION past frame I ++��--22.o mm ts r. I z,o mm 18 gauge min I —4 5,0 mm I 3.0 mm Steel Stud /1 ,i1'I1 11 GLASS mm BITE 0 995 JAMB SECTION(TYP) - —4 4— - �� j� I .O�� GLAZING DETAIL DOW13HORIZONTAL SECTION (L11111 o :rve 7-� MSx SHIM SPACE , T T T T — (F) - -.- 18 gouge min Max Frame DP RATING IMPACT �---WINDOW WIDTH. (52.125•MX.)-- Min.embedment � steeistua 52 1/8 x 75 +55/-55 YES TYPICAL ELEVATION WITH FASTENER SPACING of thfee threads past frame Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. For anchoring into metal framing use#10 TEK Self Tapping screws with sufficient length to achieve a of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida minimumembedment of three threads past the frame thickness. Steel substrate min.l8ga.,fy=33 ksi. Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 5mm annealed-10mm airspace-3mm annealed-2mm PVB by project of installation. DuPont-3mm annealed. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is not required where wind borne debris protection is mandated by local This schedule addresses only the fasteners required to anchor the building code. , 11111 f tut window to achieve the rated design pressure up to the size limitations ``‘� F �4% 7. Maximum sizes are buck sizes and do not include fin or flange. noted. It is not intended as a guide to the installation process and does �� Cr�S. Q,...��i PROJECT ENGINEER: DATE: ,:••• •� i 3737 Lakeport Blvd not address he sealing consideration that may arise in different wall c'••.. cF •.y -- 10/14/2013 r` — JELIDIATEN Klamath Falls,OR.97601 conditions. For the complete installation procedure,see the instructions ? ; x r .�O DRAWN BY: SCALE: D.Vezo NTS Phone: (541)882-3451 packaged with the window or go to - CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. 'Z' *. , v -* = J. Kantola N LI =a . ;T.T s >r APPROVED BY: Premium Atlantic Vinyl Impact Fixed Window DISCLAIMER: . 13. • it./ .1 --• „ This drawing and its contents are confidential and are not to be i O • .L s:i d •' p T o ECT •a: Steel Installation (52.125 x 75 ) :.., 6666461 reproduced or copied in whole or in part or used or disclosed to others 'i ' ,,.. . •�`o, : •� except as authorized b JELD-WEN Inc. 398 ��' A.��i•` - 3•� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET p y NCfL210-3909-1-F 00 40F4