The URL can be used to link to this page

Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 .f A k $` s "y [1X dr s fi ; 3 kt r € •-�^ E t 3} '44 t tl ��>,� � s � z�`� �'jJr �� i� � ` �1�1�' ��yy ��5�( E wk a'Y sN,�.s-a a rri 'v a ' t' S r1'� �t "[g' y' j[ qq j j 1J Fp �� `r4 i'Y 3 € i ,}E ppxsi s glp S 3 2 -,rtErgt�Ratli a +s t S 3 �,..,.:..# ,&s�.w.�..., D"CIu c 11I Ftso? BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Business ,) ProfessionalProc User usd PcbhApproval adationl Product Approval Menu>Product or Application Search>Application List>Application Dutail L�" w I `pt FL# FL14095-R5 I Application Type Code Version 2014 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd s �� ZZ Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld'-wen.com Authorized Signature Kaede McLaughlin 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 Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Manaclement Institute Referenced Standard and Year(of Standard) !:itandard' Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By /iI 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR°/"2byC... 11/14/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1.Option A Date Submitted 02/20/2015 Date Validated 02/20/201.5 Date Pending FBC Approval Date Approved 02/28/2015 Summary of Products FL# Model,Number or Name Description 14095.1 Premium Atlantic Vinyl Single Hung(8100)36"x 72"Insulated Glass(5/16 in PVB or SGP Lam- 1/8 out Annealed ) Limits of Use Certification Agency Certificate: Approved for use in HVHZ:Yes FL14095 P5 C CAC_NI011567.04-R2.0c1f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2017 Design Pressure:+65/-70 Installation Instructions Other: Miami-Dade NOAs for Quanex FL14095 R5 I1.DP65-70 36x72 Impact Installation Instrucl.ions.pdf Building Products,Inc PVC(12-1017.02 and F"1..1.4095 R5 11_DPc;.5- 13-0425.15). Miami-Dade NOAs for Dupont ZQ3f>x72_._yVugd__Thrdu.yh.__Fr<irneIrl,h?caInaall��*,i_gn_Instru tidns.:PD.- SentryGlas(11-0624.02)and Butacite PVB Verified By: Hermes Norero,PE 73778 (13-0129.27)Interlayers. IG back bedded Created by Independent Third Party: Yes with Dow 995. Evaluation Reports FIA409 5 R5_Al_...PFR3094j(4_ Created by Independent Third Party: Yes 14095.2 Premium Atlantic Vinyl Single Hung (8100)36"r,72"Insulated Glass(1/8 in- 1/8 out Annealed) -trri of Use Certification Agency Certificate Approved for usHV •e in Yes FL14095 RS C CAC 51011567.08-NI011.567.09.odf Approved for us si e�H HZ:Yes Quality Assurance Contract Expiration Date Impact Resist t:N0 04/30/2017 Design Pressu +65/-70 Installation Instructions Other: Miami-Dade NOAs for Quanex FL1.4095_R5 11.;6x72 DP65-70 Tnstallation.odf Building Products,Inc PVC(12-1017.02 and FL11).Q?5 RS__11___36 72_,._�JP65-70 Thrcxlgh..._Fl;,Ome_:J'og;l,.„ll};tallativr_.DF 13-0425.15). IG back bedded with Dow 995. Verified By: Hermes Norero, PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL14095,R5,AF PFR 0 2.- f Created by Independent Third Party: Yes 14095.3 Premium Atlantic Vinyl Single Hung (8100) 52 1/8”x 75"Insulated Glass(3/16 in-3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FI 1 f095R5.C CAC N1;15f7.Oh;_N1Q]1_Sh=._i?;!_ if ,p Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant.No 04/30/2017 Design Pressure: +65/-70 Installation Instructions Other:Miami-Dade NOAs for Quanex FLIM{_Q2S__F 5_Il,_52._1 _ .25x7.5pP6`_70,_,Irst<Ijl,g.lc n,df Building Products,Inc PVC(12-1017.02 and FL14095 RSI 52_;1.25x7DPf>5- 13-0425.15).IG back bedded with Dow 995. 70 "I"hr0i.i 1 Frame 41o2d Install tion.k l:')F Windows with insulated glass units wider than Verified By: Hermes Norero, PE 73778 36"require setting blocks. Created by Independent Third Party:Yes Evaluation Reports H-14095 R5 AE PF't.3093.odf Created by Independent Third Party:Yes 14095.4 Premium Atlantic Vinyl Single Flung (8100)52 1/8"x 75"Insulated Glass(5/16 in PVB or SGP Lam 1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 RS C CAC. N'i011567.0"T=R1_L Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2017 Design Pressure: +50/-60 Installation Instructions Other:Miami Dade NOAs for Quanex F°'1.1.4095 Fi5 11 DI''SO -)_ 52.125x75 lmOacl;_install,tit n lnstructi0ns_pdf Building Products,Inc PVC(12-1017.02 and FL1409$-_R-5-ti_ D(?.`Q.-. 13-0425.15). Miami-Dade NOAs for Dupont 60 52.125>.75 Wood Through Frame ImDac Installation_.Instructicn;_�df SentryGlas(11-0624.02)and Butacite PVB Verified By: Hermes Norero,PE 73778 (13-0129.27)Interlayers. IG back bedded Created by Independent Third Party: Yes with Dow 995.Windows with insulated glass Evaluation Reports units wider than 36"require setting blocks. FL1409S R5 AE PPR3USl,pdf Created by Independent Third Party:Yes 14095.5 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(5/16 in SGP Lam-3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL1409S R5 C CAC_N1011567-Ni0115b7_01_l; f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parain=w GLVXQwtDgtGLR%2byC... 11/14/2015 3S' MASONRY INSTALLATION MAX. FROM MIN.DISTANCE CORNERS FOR EDGE:2 112' MASONRY ad BLOCK 2 TII ri t/4"MIN. 1S'O.C. .d a 1 EMBEDMENT MAX.TNR JAMB 11/4"MIN. EMBEDMENT ' 1/4'MAX I 1/4'MAX SHIM SPACE Q 3 SHIM SPACE MIN.DISTANCE .0 d FOR EDGE:2 1/2" FRAME SECTION(TYP) 0 VERTICAL SECTION n a u z MASONRY z BLOCK � t I JAMB SECTION(TYP) HORIZONTAL SECTION I 1 V4'MAX SHIM svncE S'MAX. CORNERSFROM V' � JE`M1�'EDMENT PREMIUM ATLANTIC VINYL SH WINDOW a` MASONRY Max Frame I DP RATINGI IMPACT BLOCK 36 x 72 +65/-70 NO [-WINDOW WIDTH(38'MAX.) MIN.DISTANCE FOR EDGE:21/2' 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 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 11/4"into concrete or masonry at each locatidn with a 21/2"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 1/8" annealed insulating glass. to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required. project of installation. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is required where wind borne debris protection is mandated by local building code. . This schedule addresses only the fasteners required to anchor the7Maximum sizes are buck sizes and do not include fin or flange. window to achieve the rated design pressure up to the size limitations �� J►� noted. It is not intended as a guide to the installation process and does `�� . ,Q iPROJECT ENGINEER: DATE: 3251)Lakeport siVd not address he sealing consideration that may arise in different wall `� 4(; •,• ,.F,� �� -- 06/25/2013] JELDVEN conditions. For the complete installation procedure,see the instructions .r �,� j DRAWN BY: SCALE: Klamath Falls,OR.97601 packaged with the window or go to 7�n/ D.Vezo NTS Phone: (541)682-3451 •�� CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. _ * * _ 1. Kantola T T 1 = APPROVED BY: Premium Atlantic Vinyl Single Hung Window DISCLAIMER: Q,; Masonry Installation(36"x 72") This drawing and its contents are confidential and are not to be �,n _ PART PROJECT No reproduced or copied in whole or in part or used or disclosed to others �i� ltot �1 lo, `� DU09080 except as authorized by JELD-WEN Inc. 398 Er y to 938 IDENTIFIER PLANT NAME AND LOCATION: CAD DWG.No.: REV: 00 SHEET 2 OF 3 e flC NCTL210-3877- -FBC Florida Building Code Online Page 1 of 3 .•n. s "inch N-s'l�!�3'"Il-0 BCIS Home Log In ( User Registration ; Hot Topics ` Submit Surcharge I Stats&Facts 3 Publications FBC Staff ; BCIS Site Map Links Search B u s i n e s Professi @Product Approvalroval USER:Public User gu,atbn Vi i.'I�A� Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail rrs FL# FL14088 R6 Application Type Revision Code Version 2014 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 JELD-WEN �7 Address/Phone/Email 3737 Lakeport Blvd �,� Klamath Falls,OR 97601 (800)535-3936 S CSG Z'i fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin 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 Windows 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 Product Approval Method Method 1 Option A Date Submitted 04/23/2015 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byC... 11/14/2015 Florida Building Code Online Page 1 of 2 d.. ,�✓..u .�«a' .,,._ ....,,,....�.�x. ,.�#f.>.z:z�:�' ,... .�.... .... n�.�Y a.,:7 d� �' .:�£v�,�•4z St{1�S.�m..�� ,�._�£..�." urrda Devar`rie-I'4 BCIS Home # Login User Registration Hot Topics ( Submit Surcharge Stats&Facts ; Publications I FBC Staff SCIS Site Map # Links 'rvSearch BUsines r '] tt Professi �CiI rUSER:PublicPublicAp proval User . Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL118 - Application Type Af rmation Code Version 014 Application Status ved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin 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 CinSubcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert J.Amoruso, P.E. Evaluation Report Florida License PE-49752 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 01/01/2018 Validated By Steven M.Urich, PE .i Validation Checklist-Hardcopy Received Certificate of Independence FL11870R7 COI C of I 2263_Rev_O 413- .. 1003 JW StruCLUralMulllon.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11.870 R4 EouiV EER 226.5 RevO 413- 1003 JW StructuralMUllion A.odf http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqub%2fM2ero... 11/14/2015 Florida Building Code Online Page 2 of 3 Date Validated 05/18/2015 Date Pending FBC Approval Date Approved 05/25/2015 Summary of Products FL# Model,Number or Name Description 14088.1 Premium Atlantic Vinyl Fixed(8300)52.125"x 75"Insulated Glass(3/16 in-3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14O813 R6 C CAC NI011678.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/30/2017 Design Pressure:+55/-55 Installation Instructions Other:Windows with insulated glass units wider than 36" FL14088 R6 II DP- require setting blocks. Miami-Dade NOAs: Quanex Building 55 52.125x75 Installation Instructions.odfi Products,Inc PVC(12-1017.02 and 13-0425.15). Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL.1.4088 R6 AE PER311.1I& Created by Independent Third Party: Yes 14088.2 Premium Atlantic Vinyl Fixed(8300)52.125"x 75"Insulated Glass(3/16 in-3/16 out Tempered) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14088 R6 C CAC NI011677.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/30/2017 Design Pressure:+65/-65 Installation Instructions Other:Windows with insulated glass units wider than 36" FL14088 R6 II DP- require setting blocks. Miami-Dade NOAs: Quanex Building o5 52.,125x75 Install,aticln_Iristructigns_pdf Products,Inc PVC(12-1017.02 and 13-0425.15). Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL1403R6AE PER3110$ .. :,1F Created by Independent Third Party: Yes 14088.3 Premium Atlantic Vinyl Fixed(8300)52.125'x 75"Insulated Glass(5/16 PVB Lam in-3/16 Annealed out) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FI-14088 R6 C CAC. NIO1.1699.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2017 Design Pressure: +55/-55 Installation Instructions Other:Windows with insulated glass units wider than 36" FL14088 R6 II DP- require setting blocks.These windows do not meet small 55 52 175x75 impact LMI Installation Instructions odf 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 FL14088 R6 AE PER3109.pdf the exterior lite is tempered. Miami-Dade NOAs: Quanex Created by Independent Third Party: Yes Building Products,Inc PVC(12-1017.02 and 13-0425.15), Dupont PVB Interlayer(13-0129.27). 14088.4 Premium Atlantic Vinyl Fixed (8300)52.125'x 75"Insulated Glass(5/16 SGP Lam in-3/16 Tempered out) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FI-14088 R6 C CAC NIO1.1747.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/30/2017 Design Pressure:+65/-65 Installation Instructions Other:Windows with insulated glass units wider than 36" FL14;Q,£zt3..._R6 II DP65-65...._52,.125_x require setting blocks.These windows do not meet small 75 LMI Installation Instructions.odf 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 FL14088 R6 AE PER3112.pdf the exterior lite is tempered.Miami-Dade NOAs: Quanex Created by Independent Third Party:Yes Building Products,Inc PVC(12-1017.02 and 13-0425.15), Dupont SentryGlas Interlayer(11-0624.02). Back Next Contact Us::1940 North Monroe Street.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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byC... 11/14/2015 M375'D.C. 4.5•MAX. IN.DISTANCE MASONRY INSTALLATION MAX.THRU FROM FOR EDGE:21/2" FRAME CORNERS d, d• MASONRY Q BLOCK -oil C 2 11/4'MIN 15S'O.C. . d .d 3 EMBEDMENT 11/4"MIN. MAX.THRU EMBEDMENT FRAME 3 1/a'MAX 1/4"MSP v - SHIM SPACE SHIM SPACE MIN.DISTANCE V FRAME SECTION(TYP) FOR EDGE:2 1/2" C VERTICAL SECTION' 22.0 mm--I . . , 5.0 mm� —yl,--Ilr—5.0 mm Q � O s � MASONRY g GLASS13.0 mm BLOCK 1 DOW 995 JAMB SECTION(TYP) HORIZONTAL SECTION E-MIN,DISTANCC NG DETAIL 1/4"MAX SHIM SPACE v 11'--IN. PREMIUM ATL VINYL FIXED WINDOW EMBEDMENTMASONRY Max Frame DP RATING IMPACTWINDOW WIDTH(52.125•MAX.) BLOCK 52 1/8 x 75 +/-55 NO 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 11/4"into concrete or masonry at each location with a 21/2"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 5 mm annealed glass/13 mm airspace/5 mm annealed glass. to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required. project of installation. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is 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 ```��tt 7• Maximum sizes are buck sizes and do not include fin or flange. noted. Itis not intended as a guide to the installation process and does �S; , ,4 �� PROJECT ENGINEER: DATE: not address he sealing consideration that may arise in different wall �� Q' �� -- 10/15/2013 JELIVEN th F Lakeport Blvd � � � \••• �' � � DRAWN BY: SCALE: Klamath Falls,OR.97601 conditions. For the complete installation procedure,see the instructions � ;•\- •. O D.V BY: NTS Phone: (541)882-3451 packaged with the window or go to 7 �. CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. _ * 1 * _ J. Kantola ti T T 1 = APPROVED BY: Premium Atlantic Vinyl Fixed Window DISCLAIMER: P:; �� "- Masonry Installation(52.125"x 75") This drawing and its contents are confidential and are not to be O,n C 0 ` PART PROJECT NO.: reproduced or copied in whole or in part or used or disclosed to others ii � D609460 except as authorized by JELD-WEN Inc. ase >* A"° Zl �9 �e 99e INCTL210-3911- PFBCNAME AND LOCATION: CAD DWG.No.: REV: 00 SHEET 3 OF 4 Florida Building Code Online Page 2 of 2 Sections from the Code X61 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 C.)N/A Product Approval Method Method 1 Option D Date Submitted 06/17/2015 Date Validated 06/17/2015 Date Pending FBC Approval Date Approved 06/27/2015 Summary of Products Model,Number or Name Description 11870.1 1 Clipped Aluminum Tube Mullion 1x3 or 1x4 Tube Mullion Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11870 R4 II JELD0108 RevO.Odf Approved for us t HVHZ:Yes Verified By: Robert J.Amoruso,P.E.49752 Impact Resist t:Yes Created by Independent Third Party: Yes Design Pressure. -75 Evaluation Reports Other: FL11870 R4 AE PER 2263 RevO 413- 1003 JW StructuralMullinp,-A.pdf Created by Independent Third Party:Yes Fuck Next Contact Us::1940 North Monroe Street.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 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: du� i� I ® Er. SC'1CUr1 t\'St ti'rSiSI:S http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqubD/o2fM2ero... 11/14/2015 JELD-WEN 0 CLIPPED ALUMINUM TUBE MULLION TARGE AND SMALL MISSILE IMPACT RESISTANT- HVHZ - W - MULLION SPAN VS. LOAD WIDTH TABLES-INSTALLATION ANCHORAGE DETAILS a GENERAL NOTES: INSTALLATION NOTES: 1.THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA I.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAS 201/202/203.AND ALUMINUM DESIGN MANUAL. 2.ENSURE MINIMUM EDGE DISTANCE FOR ALL ANCHORS AS 2-1/4"TO CONCRETE AND 2-TO HOLLOW BLOCK. 2.NO 33-113%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM.WIND LOAD DURATION FACTOR 3.WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. NOMINAL 2x(MIN)WOOD STUD(i.e.3/4"EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 3.POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A =L] ❑ 0 4.ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 1/2". _ JOB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 0, w i 5.WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY(SG)=0.55 OR GREATER. o N o 0 4.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE.FOR SITE CONDITIONS O � DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE 6.ANCHOR REQUIREMENTS AS SHOWN HEREIN,INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE, WO O SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. Q m ZU Wrn OZ W 5.PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.WOOD BUCKS 7.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HVHZ,A ONE-TIME U_i tY:Q O (BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. SITE-SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE 2=O O j a1 m¢ Z BUILDING CODE COMPUANCE OFFICE PRODUCT CONTROL DIVISION. Z m 2 Lu 4 a 6.ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. Lu Q Lu F- v rc R.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ,THEp H Z 7.ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL MEET All APPLICABLE CODE REQUIREMENTS,e.g.WIND BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED,OR J = g LOAD RESISTANCE,AIR 8 WATER INFILTRATION,FORCED ENTRY,SAFEGUARDS,ETC. THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR W Y 7 U) a `� REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE DEVIATION. Q ZZ 8.TOP 8 BOTTOM DETAILS SHOWN MAYBE INTERCHANGED AS FIELD CONDITIONS DICTATE.MULLIONS MAYBE MOUNTED VERTICALLY 5 g ?uj OR HORIZONTALLY AS APPLICABLE. 9,WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD VERIFY THAT y Q FW- FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS,NOT SHEATHING. M p 9.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. w Z d 10. PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS a Q $ 6 10. WOOD HOST STRUCTURE SHALL BE'SOUTHERN PINE"G=0.52 OR GREATER DENSITY. TO THE EXISTING STRUCTURE. w I � UW 3 11. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO, 11. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH W `g_c FOAM,BRICK,AND OTHER WALL FINISHES. 'GOAL-POST'CLIP AND CUP PLATE, 12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT.VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS ANCHOR SCHEDULE: 5 SL TO BE USED WITH THESE MULLIONS. 1. TO CONCRETE BLOCK 13. MULLIONS SHOWN HEREIN MAYBE USED IN LARGE MISSILE IMPACT,SMALL MISSILE IMPACT,AND NON-IMPACT APPLICATIONS. 1,1, 3/16"DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1"MINIMUM EMBEDMENT AND 2"MINIMUM 14. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,WOOD BUCKING SHALL EDGE DISTANCE. -1.2. ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY. HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 2. T02500 PSI MINIMUM CONCRETE 2.1. 3/16"DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1-112"MINIMUM EMBEDMENT AND 2-1/4" 15. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,DISSIMILAR METALS INCLUDING MINIMUM EDGE DISTANCE. FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALL HAVE BEEN PROTECTED. 2.2. ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO CONCRETE. 3. TO 2X WOOD BUCK OR 2X WOOD FRAME HOST SUBSTRATE 3.1. #10 WOOD SCREWS OF#10 TAPPING SCREWS(SMS OR SDS)WITH 1-112"MINIMUM EMBEDMENT AND 314"MINIMUM EDGE DISTANCE. Robert J.Amoroso,P.E. 4. TO 118"THICK MINIMUM 6063-T5 ALUMINIUM OR STEEL SUBSTRATE(Ftu=Fty=22 KSI MINIMUM) Florida P.E.No.49752 TABLE OF CONTENTS 4.1. #10 316 STAINLESS STEEL SHEET METAL SCREW(SMS)OR SELF DRILLING SCREW(SDS)WITH FULL THREAD PENETRATION THROUGH HOST SUBSTRATE AND 1/2"MINIMUM EDGE DISTANCE. yr,6p190►Qdgp�Q SHEET SHEET DESCRIPTION °� yp1� s h 7a�'�6 1 GENERAL NOTES,INSTALLATION NOTES 8 ANCHOR SCHEDULEAA✓5t.• 4�CEAt&,.:9, 2 ELEVATION '" Foo 49752 •-.0-, 3 COMPONENTS " T TE 4C-CLIP AND T-CLIP INSTALLATION DETAILS "r F4D R .•�41� 5 'GOAL-POST'CLIP INSTALLATION DETAILS "✓��U"'�:t I'D 6 8 7 MULLION SPAN VS.LOAD WIDTH TABLES dQr88pd97�j4 L.1 NOTE:MULLION DESIGNATIONS(MULLION"A",MULLION"B"AND MULLION"C")PROVIDED w GEOMETRIC IN DETAILS 1/1,2/1 AND 3/1 ARE PROVIDED ONLY TO ILLUSTRATE THE o SHAPES /r �� DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS.ALL MULLIONS INCLUDED FENESTRATION A PRODUCTPER �� SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN. // SEPARATE APPROVAL \\ V a56 72 W1 it 4.56 12 r — q 5 MULLION q 5 UU V _ A" MULLION OR 0SUBSTRATE d 123 23 456 12 4 4 4 5 FENESTRATION FENESTRATION PRODUCT PER PRODUCTPER rc SEPARATE APPROVAL SEPARATE MULLION W 1 APPROVAL OR MULLION MULLION 456 12 456 12 SUBSTRATE 4 5 MULLION q 5 'B° MULLION FENESTRATION = 23 L2 FENESTRATION FENESTRATION FENESTRATION A. PRODUCTPER > u O L PRODUCTPER PRODUCTPER PRODUCTPER W2 L1 SEPARATE SEPARATE SEPARATE SEPARATE APPROVAL NESTRATION PRODUCT PER 2 3 APPROVAL APPROVAL APPROVAL SEPARATE APPROVAL o 456 12 456 12 W2 456 12 o 4 5 4 5 4 5 j z w Co O w z z m(ri 2 O uz F--W3--h- —W4 W5--I L 1 I I--W, W2 o > 3 in, J0LLP �$g Lu �w ea3 NOTES: NOTES: NOTES: < 1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAYBE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY Y Q #q UNLIMITED PROVIDED THAT MULLION LMI7ATIONS NOTED HEREIN ARE NOT MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION BE MULLED TOGETHER AS SHOWN PROVIDED THAT ' EXCEEDED. LMITATIONS NOTED HEREIN ARE NOT EXCEEDED. MULLION LMITATIONS NOTED HEREIN ARE NOT O w EXCEEDED. a p iq 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL I i'" 3 SEPARATE APPROVAL. BE PER SEPARATE APPROVAL. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO L) 9 w MULLIONS SHALL BE PER SEPARATE APPROVAL. 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM a SCHEDULES. DESIGN SCHEDULES. 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN SCHEDULES. B.. 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED - a� AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE 4.1. MULLION"A' DETERMINED AS FOLLOWS: 4.1.1. MULLION SPAN=L7 4.1. MULLION"A' 4.1.2. TRIBUTARY WIDTH=(W7+W2)/2 4.1.1. MULLION SPAN=L7 4.1. MULLION'A' 4.2. MULLION'IS" 4.1.2. TRIBUTARY WIDTH=(W7+W2y2 4.1.1. MULLION SPAN=L1 4.2.1. MULLION SPAN=L2 ... RIBUTARY WIDTH=(W1+W2u2 4.2.2. TRIBUTARY WIDTH=(W3+W4y2 4.3. MULLION"C' 4.3.1. MULLION SPAN=L3 4.3.2. TRIBUTARY WIDTH=(W4+W5y2 ' FENESTRATION PRODUCTS F NESTRATION PRODUCTS 2 MULLED VERTICALLY 3 ULLED HORIZONTALLY Robert J.Amoroso,P.E. MULLED FENESTRATION Florida P.E.No.49752 EXTERIOR ELEVATION SHOWN XTERIOR ELEVATION SHOWN PRODUCTS WITH TRANSOM EXTERIOR ELEVATION SHOWN 140 497S2 -.0% T 1E I� jr : . ,0. ;t A 'D r tS�• R Iu ��fa�NAf`�ZJibOo 4.388" cn 0 0.125" 0 TYP. M -�- 0.726' - 0.726° 0.476" 0.476" O 0.125" 0.125" U I II w I & 1.000" 2.110" 0.12s" 2.110" 0.125" 0_ 1.000" �I-2.311 1.375' T-0 5.500" o --1-0.312" 0.375" 3.000"- � azo 0 &6Xi� 0.125" o o o °w voi I_... 0.438" _ FOR USE 0.438" FOR USE ANCHOR LOCATION,0.750" voi N WITH 1"X 4" o N WITH 1"X 4" =� a TYPICAL n ro IO N MULLION in M MULLION o 3"MULLION 'GOAL-POST'CLIP ^S w wo 0 w ai UM. v 6063-T6 ALUM. w900 Z)Z mo zZmai 2w 31.000" 1.950" ANCHOR LOCATION. ANCHOR LOCATION, W F-j w0.975" TYPICAL TYPICAL 3 c Q mo o ANCHOR LOCATION, w x - TYPICAL 1 '29„ 5.500" 'y¢ �0 �a 3.000" 0.125" 0.110" ++ 4.000" I 4,340" o o J - - FOR USE ° ' FOR USE m Y o ° "� 0.438" o '� M 0.438" o N L w 1 6 "p N n WITH 1"X 3" n WITH 1"X 3" a 0.970" N MULLION ,� ri MULLION j Bpi- o U I� H L u, 1"X 4"MULLION ANCHOR LOCATION, ANCHOR LOCATION, TYPICAL TYPICAL B G 6063-T6 ALUM. _ a� 1.685" .29" GOAL-POST'CLIP PLATE T LIP �C-CLIP-CLIP 4 6063-T6 ALUM. 5 063-T6 ALUM. 6063-T6 ALUM. Robert J.Amoruso,P.E Flodda P.E.No.49752 spa 1�SIOIES s Pdo kE 9732 `p gr ° T I j�.�4A `4:`? 0 .r`J d�NP,66��iaas 1"x 3"or 1"x 4"MULLION 1"x 3"or 1"x 4"MULLION #10 SMS OR SDS o #10 SMS OR SDS WITH FULL THREAD WITH FULL THREAD PENETRATION INTO MULLION TIN INTO v MULLION ////� 1— Fzo 14"� 8 18" - 0 o. 0 1 o O #10 FLATHEAD 2" 1 2' > o SDS,(4)PER CLIP #10 FLATHEAD #10 FLATHEAD SDS,(4)PER CLIP SDS,(4)PER CLIP F o o two O o „ 4„ >Azo 3 w 1"x3'or1"x W.2 x'01-g o I 4"MULLION 1"x3" 1"x4" 300 » m� Z Z m Fri F i MULLION MULLION w t-� m w TYPICAL ATTACHMENT AT 1"X 3"MULLION ATTACHMENT AT 1"X 4"MULLION ATTACHMENT AT o a J w= J 1 MULLION INTERSECTION WIC-CLIP 2 MULLION INTERSECTION W/C-CLIP3 MULLION INTERSECTION W/C-CLIPzL) x& 4 VERTICAL SECTION \,A�l SIDE ELEVATION 4 SIDE ELEVATION g g F &g M❑ 2� nY M2 € M on SUPPORTING SUBSTRATE(SEE ANCHOR SCHEDULE) a I g qp C� IE KD/C ��LLs 3' EDGE EDGE 1— EDGE EDGE EDGE DIST. DIST. DIST. 4 DIST. DIST. DIST. ANCHORS PER SCHEDULE,(4)PER CLIP EMBED. EMBED. EMBED. 1„ 1„ ANCHORS PER ANCHORS PER 1/2„ 1„ SCHEDULE,(4) SCHEDULE,(4) 0 o 0 PER CLIP PER CLIP2" �I 2" +I Robert J.Amoruso.P.E. #10 FLATHEAD #10 FLATHEAD #10 FLATHEAD Florida P.E.No.49752 SDS,(4)PER CLIP SDS,(4)PER CLIP SDS,(4)PER CLIP tgynStsnPPPP P P 4p%� SAfA Ea�i�gi'PS'�.P 1"x 3"or 1"x AT :4"MULLION 1"x 3" 1"x 4"MULLION MULLIONTE F ,t4: TYPICAL ATTACHMENT 1 X 3"MULLION 1"X 4"MULLION .� 4 ITH T-CLIP 5 TTACHMENT WITH T-CLIP 6 ATTACHMENT WITH T-CLIP r S:, R OD 4 JERTICALSECTION 4 IDE ELEVATION 4 SIDE ELEVATION n�JOjdtrjse i6t °Qe�ee DESIGN SCHEDULE: 1"x3" MULLION WITH 'GOAL-POST' CLIP 0 MULLION TRIBUTARY WIDTH SPAN 18" 21" 24" 27" 30" 33° 1 36" 1 39" 1 42" 45" 40" SY 106" 27.5 23.6 20.6 18.3 16.6 16.0 13.8 12.T 11.8 11.0 10.3 F- 100" 32.8 28.1 24.6 21.8 19.7 17,9 16.4 15.1 14.0 13.1 12.3 11.1 ' 90°_...__....._._ 31.7 27.8 24.7 22.2 20.2 18.5 17.1 15.9 14.8 13 9 12.6 O - DESIGN SCHEDULE NOTES: d 90" 44.9 3B.5 33.7 30.0 27.0 24.6 22.5 20.7 19.3 18.0 16.9 15.3 ............._ 88" 61.5 44.1 38-8 34.3 30.9 28.1 25.6 23.8 22.1 20.0 19.3 17.5 1. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE •..-"""'-""""- POSITIVE(-)AND NEGATIVE(-)DESIGN PRESSURES FOR 84" 55.3 47.4 41.5 36.8 33.2 30.1 27.6 26.5 23.7 _ 22.1 20.7 18.8 USE WITH MULLION SYSTEM IN POUNDS PER SQUARE 80" 64.0 54.8 48.0 42.7 38A 34.9 32.0 29.6 27.4 25.6 24.0 21.7 FOOT(PSF). 78" 66.0 66.6 49.5 44.0 39.6 36.0 33.0 30.5 28.3 28.4 24.8 22.4 2. FOR DETERMINATION OF MULLION SPANS AND 76" 67.8 58.1 60,8 45.2 40.7 37.0 33.9 31.3 29.0 27.1 25.4 23.0 TRIBUTARY WIDTHS,SEE ELEVATIONS ON SHEET 2. N 72" 71.6 61.3 53.7 47.7 42.9 38.0 35.8 33.0 $0.7 28.6 26.8 24.3 > 0 0 - 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE 66" 75.0 68.9 58.6 62.0 46,8 42.6 39.0 36.0 33.4 31.2 29.3 28.5 m '-"-`'------''-'----�- - ------- ------ - - OF CLIP PER MULLION,USE THE LESSER ALLOWABLE 60" 76.0 73.6 84.4 57.2 61.5 46.8 42.9 39.6 36.8 34.3 32.2 � 29.2 DESIGN PRESSURE. N� g w _.._......_....._..._ 64" 75.0 75,0 71.5 63.6 57.2 62.0 47.7 44.0 40.9 38.2 35.0 32.4 ' o 60.8' 75,0 75.0 75.0 67.9 81.1 56.6 50.9 47.0 43.8 40.7 38.2 34.6 4. GOAL-POST'CLIP MAY NOT BE USED FOR INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK - 46*' 75.0 75.0 75.0 71.5 64.4 68.5 53.7 49.5 46.0 42.9 40.2 38.4 (CMU). w moo z -'-' - w 75.0 75.0 75.0 76.0 73.6 66.9 87.3 56.6 52.6 49.1 48.0 41.0 Z�p 3 m o -� 5. ®DENOTES CONDITIONS NOT ACCEPTABLE -O o = 38.4" 75.0 75.0 76.0 75.0 75.0 73.2 87.1 61.9 57.5 53.7 50.3 46.6 z m of 2, s w ._-__._•____. ................_................._.._. FOR USE. w F w O 36" 75.0 75.0 76.0 75.0 75.0 75.0 71.5 88.0 87.3 57.2 53.7 48.6 ¢ co p 30" 75,0 7b.0 7fi.0 76.0 75.0 75.0 75.0 76.0 73.0 68.7 84.4 58.3 o 0= cd 24" 76.0 1 75.0 1 75.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 1 72,9 w Lu z $a co 4 g_tZ rr Y ¢O DESIGN SCHEDULE : 111x37' MULLION WITH 'T-CLIP' OR 'C-CLIP' a 1 �F MULLION TRIBUTARYWIDTH SPAN 18" 1 21" 24" 27" 30" 33" 36" 39" 42" 45" 48" 53" 106" 27.6 23.6 20.6 10.3 16.5 16.0 73.8 12.7 11.8 11.0 10.3 __...- ---_ ........._ 100" 32.6 28.1 24.8 21.6 19.7 17.9 _16A 15.1 14.0---- 13.7 12.3 11.1 96" 37.0 31.7 27.8 24.7 22.2 20.2 18.5 17.1 15.9 14.8 13.912.6 90" 44.9 36.5 33.7 30.0 27.0 24.5 22.5 20.7 19.3 18.0 1618 - 15.3 86" 51.5 44.1 38.6 34.3 30.9 28.1 25.8 23.8 22.1 20.6 19.3 17.5 84" 65.3 47.4 41.5 36.8 33.2 30.1 27.6 25.6 23.7 22.1 20.7 18.8 80" 64.0 54.8 48.0. 42.7 _38.4_ 34.9 32.0 29.5 27.4 25.6 24.0 21.7 78" 69.0 69.2 - 51.8 46.0 41.4 37.7 34.5 31.9_ 29.6 27.6 25.9_! 23.4 76" 74.6 64.0 56.0 49.7 44.8 40.7 37.3 _ 34.4 32.0 ; 29.8 28.0 25.3 Robert J.Amoruso,P.E. 72" 75.0 I 75.0 05.8 58.5 52.7 47.9 43.9 40.5 37.6 35.1 32.9 29.8 Flodda P.E.No.49752 66" 76.0 75.0 76.0 76.0 68.4 62.1 57.0 52.6 48.8 45.6 42.7 38.7 ...........__.......... _.._..- -- _ - 80" 75.0 75.0 76.0 75.0 75.0 76.0 76.0 70.0 65.0 60.7 66.9 61.5 ,��yiaat}�u eppp pp'r 75.0 75.0 75.076.0 75.0 76.0 76.0 75.0 72.6 68.1 61.7 ;;�\ .........S $�FjrPe -----....- _._._............__- a' E AI C r 50.6" 75.0 75.0 76.0 76.0 75.0 T5,0 75.0 75.0 75.0 75.0 72.7 85.8 �:`y� •-.... ............................._..._ - Np 49752 �:rG> 76,0 76.0 75.0 75.0 75.0 76,0 75.0 75.0 76.0 75.0 89.4 42" 76.0 75.0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 75.0 75.0 76.0 n k 38.4" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 _75.0 75.0 Wjy: 7 T�}J �r 36° 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 ;AQP,, f w!e 30" _75.0 _ 75.0 75.0 75.0 75.0_ 75.0 75.0 -75.0 75.0 76.0 76.0 75.0 tN 4 O O 't�.�� 24" 76,0 76.0 75.0 76.0 - 75.0 76,0 75.0 76.0 76.0 75.0 76.0 75.0 Ens (jNAI Ea°'4 Sdrl8pl I,-