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Home My WebLink About Product Approval (2) Florida Building Code Online Page 1 of 2, ,. ,.... � , ry'.-_ BCIS Home Log In User Registration Hot Topics ' Submit Surcharge I Stats&Facts Publications ' Contact U �It a Search'V �IOu� CIA Product Approval 0 JJ0USER:Public User 1 REVIEWED FOR Product Aooroval Meru>Prcduct or Aoalication Aoolicatior•List>Application Detail Search> ®�p,,p� FL# FL19281-R3 CODE ' Application Type Revision STn L CIE COUNTY' Code Version 2020 OBOCC/f�?��Application Status Approved*Approved by DBPR.Approvals by DBPR shall be reviewed by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Viwinco Inc. Address/Phone/Email P.O. Box 499- Morgantown,PA 19543 (610)286-8884 Sbarnes@Viwinco.com Authorized Signature Nathan Krebs ' nkrebs@viwinco.com Technical Representative Skyler Barnes Address/Phone/Email P.O. Box 499 `Morgantown,PA 19543 (610)286-8140 sbarnes@viwinco.com' Quality Assurance Representative Nathan Krebs Address/Phone/Email 851 Hemlock Road Morgantown,PA 19543 (610)286-8145 nkrebs@viwinco.com Category Windows - Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications,Inc. Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 ASTM E1886 2013 ASTM E1986 2017 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt3Y%2f5j9F... 12/20/2021 Florida Building Code Online Page 2 of 2 - Date Submitted 10/06/2020 Date Validated 10/15/2020 Date Pending FBC Approval Date Approved 10/19/2020 Summary of Products FL# Model,Number or Name Description 19281.1 OceanView Aluminum Vertical/X OceanView Aluminum Vertical/X Mullion Mullion Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL19281 R3 C CAC 464-721 C1R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/24/2022 Design Pressure:N/A Installation Instructions Other:REFER TO INSTALLATION INSTRUCTIONS FOR FL19281 R3 II 08-02884.pdf DESIGN PRESSURE RATINGS. Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FLI.9281.,_R3.AE 513627&f Created by Independent Third Party:Yes 19281.2 SS-Cambridge Aluminum H/T SS-Cambridge Aluminum HIT Mullion Mullion Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL19281 R3 C CAC 464-705 C2110.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/09/2024 Design Pressure:+50/-50 Installation Instructions Other: FL19281 R3 II 08-02803A.pdf Verified By: L. Roberto Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL1.9281 R3 AE 513593A.pdf Created by Independent Third Party:Yes 19281.3 SS-Cambridge Aluminum Vertical/X SS-Cambridge Aluminum Vertical/X Mullion Mullion Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL19281 R3 C CAC 464-704 C2R0.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/09/2024 Design Pressure:+40/-40 Installation Instructions Other: FL19281 R3 II 08-02806.pdf Verified By: L.Roberto Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL19281 R3 AE 513596.Ddf Created by Independent Third Party: Yes Back Next _ Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 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 hem. Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3Y%2f5 j 9F... 12/20/2021 jq2-gl L. Roberto Lomas P.E. Engineering Evaluation Report 233 W.Main St Danville,VA 24541 Report No.: 513697 434-688-0609- rilomas@lriomaspe.com RECEIVED Manufacturer: Viwinco, Inc. DEC 10 2021 Morgantown Business Park P.O. Box 499 St.Lucie County Morgantown, PA 19543 Permitting Product Line: Ocean View Aluminum Vertical Mullion Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a).The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02884 prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.:ATI-F055.02-109.47 signed by Timothy J, McGill. Architectural Testing, Inc.,York, PA AMNIA 450-10 Design pressure: ±50.13psf Water penetration resistance 12.11psf 3. Mullion analyses with anchor calculations, report numbers 513697-1 and-2 in accordance with AAMA 450, options 1 and 3, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: Refer to installation details. • Maximum unit size: Refer to installation details. • This product is not rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions up to wind zone 3. • Window units attached to mullion must have their own separate approval. • Vertical units may be mulled indefinitely as long as maximum unit size is not exceeded. • Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components;the mullion or the individual units. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document 08-02884. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is being issued.Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). t,l r E lU *41 Z6 - Ate 4- -TATE QF pRtOt ON AL 1 of 1 Luis R. Lomas, P.E. FL No.: 62514 03/01/2016 L -- i Document Title: Doc No: FIRM B1-02 - Structural Performance Rev No: 7 Page: Of: 1 F_'YT� Certification . - Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 464 - 721.0 Issue Date: 12/3/2015 Revision Date: 9/30/2020 Expiration Date: 11/24/2022 Company Code: 464 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Viwinco, Inc. Model: Ocean View Aluminum Vertical/X Mullion 851 Hemlock Rd, Morgantown Business Pa Operator Type: Mull Morgantown, PA 19543-0499 Config: No USA Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10 &ASTM E1886-13a/1996-17 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: ATI-F0550.02-109-47-R1 Test Report Expiration: 11/24/2022 Authorized Signature: Keystone Certifications, Inc. 2020.09.30 145 Limekiln Rd. Suite 100B, _ New Cumberland, Pennsylvania 17070 . 13:1.8:29 -04'00 Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYS-rON EC ERTS.CO M �E,YS701�[E, Appendix 1 CAR No:464-721-CiR2 Expiration Date: 11/24/2022 Viwinco, Inc. 851 Hemlock Road Morgantown Business Park Morgantown, PA 19543 Load Tables for the: Ocean View Aluminum Vertical Mullion Mullion Trib tary width in span in 24.00 30.00 36.00 42.00 48.00 54.00 60.00 24.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 4200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48.00 120.0 120.0 120.0 120.0 1 120.0 120.0 120.0 54.00 120.0 120.0 120.0 119.8 115.3 113.9 113.9 60.00 120.0 120.0 109.8 101.3 96.1 93.2 92.2 66.00 120.0 108.5 96.1 87.8 82.3 78.8 76.8 72.00 115.3 97.1 85.4 77.5 71.0 66.2 62.9 78.00 104.8 86.7 74.0 65.2 59.0 54.5 51.3 84.00 85.0 69.3 59.1 52.1 1 47.1 43.5 40.8 90.00 68.8 56.0 47.6 41.8 1 37.6 34.5 32.2 96.00 56.5 45.9 38.9 34.1 30.5 27.9 25.9 102.00 47.0 38.1 32.2 28.1 25.2 22.9 21.2 108.00 39.5 1 31.9 27.0 23.5 21.0 19.1 17.6 114.00 33.5 27.1 22.8 19.9 17.7 16.0 - 120.00 28.7 23.2 19.5 16.9 15.1 - Impact Ratings ASTM E1996-Wind Zone 3 Keystone Certifications, Inc. 564 Old York Road,Suite 5 Etters, PA 17319 Phone:717.932.8500 www.keystonecerts.com n� lkEYSTONI�[ Appendix 1 CAR No:464-721_CiR2 Expiration Date:11/24/2022 Load Tables for the: Ocean View Aluminum X Mullion 18"Transom Hei ht in Tributary width in Window Transom 24.00 30.00 36.00 42.00 48.00 54.00 60.00 36.00 18.00 150.0 136.8 119.0 106.0 95.5 86.9 79.7 42.00 18.00 128.9 107.3 93.2 83.3 75.7 69.3 64.0 48.00 18.00 103.8 86.2 74.7 66.6 60.7 56.0 52.0 54.00 1 18.00 85.2 70.6 61.0 54.3 49.3 45.6 42.6 60.00 18.00 71.1 58.8 50.7 45.0 40.8 37.7 35.2 66.00 18.00 60.2 49.7 42.8 37.9 34.3 31.6 29.5 72.00 18.00 51.6 42.5 36.5 32.3 29.2 26.8 25.0 78.00 18.00 44.7 36.8 31.5 27.8 25.1 23.0 21.4 84.00 18.00 38.7 31.8 27.3 24.1 21.8 20.0 18.5 24"Transom Hei ht in Trib tary width in Window Transom 24.00 30.00 36.00 42.00 48.00 54.00 60.00 36.00 24.00 132.7 110.2 95.2 84.2 75.4 68.3 62.4 42.00 24.00 107.2 88.8 76.6 67.9 61.2 55.7 51.1 48.00 24.00 88.2 72.9 62.8 55.5 50.2 46.0 42.4 54.00 24.00 73.7 60.8 52.3 46.2 41.7 38.2 35.4 60.00 24.00 62.4 51.4 44.1 38.9 35.1 32.1 29.8 66.00 24.00 53.5 1 44.0 1 37.7 33.2 1 29.9 27.4 25.4 72.00 24.00 46.3 38.0 32.5 28.6 25.7 23.5 21.8 78.00 24.00 40.4 33.2 28.3 24.9 22.4 20.4 18.9 84.00 24.00 33.6 27.6 23.5 20.7 18.6 17.0 15.7 Impact Ratings ASTM E1996-Wind Zone 3 Keystone Certifications, Inc. 564 Old York Road,Suite 5 Etters, PA 17319 Phone:717.932.8500 www.keystonecerts.com Ys7'on��, Appendix 1 CAR No:464-721_C1R2 CERTFICATONS.INCi Expiration Date:11/24/2022 1:�ar2vav+ Load Tables for the: Ocean View Aluminum X Mullion 30"Transom He'- ht in Trib tary width in Window Transom 24.00 30.00 36.60 42.00 48.00 54.00 60.00 36.00 30.00 108.9 90.3 77.8 68.6 61.4 55.5 50.6 42.00 30.00 90.0 74.4 64.0 56.5 50.7 46.0 42.1 48.00 30.00 75.5 62.2 53.4 47.1 42.4 38.6 35.5 54.00 30.00 64.1 52.7 45.2 39.8 35.7 32.6 30.1 60.00 30.00 55.0 45.2 1 38.6 34.0 30.6 27.8 25.7 66.00 30.00 47.6 39.1 33.4 29.3 26.3 24.0 22.1 72.00 30.00 41.6 34.1 29.1 25.5 22.9 20.8 19.2 78.00 30.00 35.0 28.6 24.4 21.3 19.1 17.4 16.0 84.00 1 30.00 29.4 24.0 20.4 17.9 16.0 - - 36"Transom Hei ht in Tributary width in Window Transom 24.00 30.00 36.00 42.00 48.00 54.00 60.00 36.00 36.00 90.6 74.9 64.5 56.9 50.9 46.0 42.0 42.00 36.00 76.4 62.9 54.0 47.7 42.8 38.8 35.4 48.00 36.00 65.1 53.5 45.8 40.4 36.2 32.9 30.2 54.00 36.00 56.0 46.0 39.3 34.6 31.0 28.2 25.9 60.00 36.00 48.6 39.8 1 34.0 29.9 26.8 24.3 22.4 66.00 36.00 42.5 34.8 29.7 26.1 23.3 21.2 19.5 72.00 36.00 36.2 29.5 25.1 21.9 19.5 17.7 16.3 78.00 36.00 30.4 24.7 21.0 18.3 16.4 - - 84.00 36.001 25.7 20.9 17.8 15.5 - Impact Ratings ASTM E1996-Wind Zone 3 Keystone Certifications, Inc. 564 Old York Road,Suite 5 Etters, PA 17319 Phone:717.932.8500 www.keystonecerts.com 5 Reimaus xEv oescwrnou w� ,wvxwm NOTES: ANCHORING NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 1. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW WITH SUFFICIENT REQUIREMENTS OF THE FLORIDA BUILDING CODE. LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN 2. WOOD FRAMING TO BE DESIGNED AND ANCHORED TO.PROPERLY TRANSFER ALL LOADS TO INSTALLATION DETAILS SHEET 3. STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 2. FOR ANCHORING INTO CONCRETE USE 3/16"TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE 3. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT A 1 1/4-MINIMUM EMBEDMENT WITH 2 1/2"MINIMUM EDGE DISTANCE. LOCATE ANCHORS SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR A5 SHOWN IN INSTALLATION DETAILS SHEET 4. CALCULATIONS. 3. FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. BORNE DEBRIS REGIONS UP TO WIND ZONE 3. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 5. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO 4. FOR ATTACHING WINDOW UNITS TO MULLION USE B SELF DRILLING SCREWS WITH M WINDOWS MUST APPROVED UNDER SEPARATE APPROVAL. SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE 6. SINGLE NGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING.WINDOWS MUST BE MANUFACTURED BY VIWINCO INC. MULLION WALL. LOCATE SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS 7. DESIGN PRESSURE OF MULLED UNIT SHALLSHOWN IN WINDOW SEPARATE APPROVAL. BE CONTROLLED BY THE LESSER DESIGN 5. ALL FASTENERS TO BE CORROSION RESISTANT. PRESSURE OF THE MULLION OR THE INDMDUAL WINDOW UNIT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 8. UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN 9. MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N,TYPE 1 (OR GREATER). D. METAL STRUCTURE STEEL 18GA (.0487 FY-33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU-30KSI 1/8•THICK MINIMUM 7. TO ATTACH CUP TO MULLION USE (2) #8 x 3/4'SELF DRILLING SCREWS PER CUP. B. ATTACH MULLION TO WINDOW FRAME USING #8 X 3/4•SELF DRILLING SCREWS LOCATED 1- FROM EACH END AND 8• MAX. O.C.THEREAFTER. SIGNED:0310212016 INC MORGANTOWN BUISINESSO'PARK P.O. BOX 499 -\"\S`1R`!IL owl '� TABLE OF CONTENTS MORGANTOWN, PA 19543 �,_•�\CEDISF 9�p, SHEET NO. DESCRIPTION OCEAN VIEW ALUMINUM VERTICAL MULLION =*• 0 1 IMPACT . 1 NOTES NOTES �.1, TAT OF riz 2 — 3 APPROVED CONFIGURATIONS AND CHARTS u: owc uo. x�v ��'O¢`•'cCOR1aF �� 4 7 6 INSTALLATION COMPONENTS DETAILS N G NTS °ATE O3/1/16 08-02884 0F 7 F- zD 1/2' 120 1/z' 1zD 1/z' COMBINED'NDTH COMBINED WIDTH COMBINED WIDTH REV OEscRirnaR atle APPROKD w1-{�W2 w1-{�W2 Wl w2 12I0• f I J WINDOW III J III W/NOOW J J / WINDOW / HEFEIIGHT WINDO / ( WINDOM WINDO WIN00 /// /WINDO (MULLION / SPAN) Lc0120MBIN 2 W2 tc0120 2 W2 �COM20 1/2'W2 1z0 1/z• lz /z�DWlW2H� TOMBIOEID/WID W1 W2 �CW1B-jrI W2 /1 /)/ DESIGN PRESSURE TABLE INSTRUCTIONS: WINDOW WINDOW 1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE 120• 1 FRAME WINDOW CHAPTER 16. HEIGHT WINDOW WINDOW WINDOW 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY (MULUON WIDTH. SPAN) ` ( / / 3. LOCATE MULLION SPAN (UNIT HEIGHT)AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING APPROVED CONFIGURATIONS MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. Design pressureratin Mullion Tributary widthpnl span 0.1 24.00 30.00 36.00 4200 48.00 54.00 60.00 TRIBUTARY WIDTH W1 +W2 2 34.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36.00 1200. 120.0 120.0 120.0 120.0 120.0 120.0 4zoo 120.0 120.E 120.0 120.0 120.0 120.0 120.0 48.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54.00 120.0 120.0 120.0 119.8 115.7 113.9 113.9 60.00 120.0 120.0 109.8 101.3 96.1 93.2 922 66.00 120.0 108.5 96.1 87.8 82.3 78.8 76.9 72.00 115.3 97.1 85.4 77.5 71.0 66.2 6z9 SIGNED:0310212016 78.00 104.8 86.7 74.0 65.2 59.D 54.5 51.3 VIWINCO, INC Wul!UI 90.00 68.8 56.0 47.6 41.8 37.6 34.5 32.2 MORGANTOWN BUSINESS PAR P.O. BOX 499 96.00 56.5 45.9 38.9 34.1 30.5 27.9 25.9 _ f02.00 1 47.0 3e.1 322 28.1 25.2 229 21.2 31.9 27.0 23.5 21.0 19.1 17.6 OCEAN VIEW ALUMINUM VERTICAL MULLION =* 0 5 #_ 108.00 39.5 `?0`G� tV� 120.0014.00 33.5 IMPACT 27.t 229 19.9 17.7 APPROVED CONFIGURATIONS • TAi OF 1 28 23.2 19.5 16.9. 15.1.7 - - ORAm+: aWG W. RE/ �'°F•:cCORIOA.�c�� IMPACT RATED UP TO WIND ZONE 3 N.G. 08 0 NTS °"tE 03/1/16 2T240F 7 '',7ss/��IAiiIlk%``\ 12D 1/2" eenaa"5 �C0"" B��W2� 8EV trsx8iatnx ntre Nxmwm TRANSOM TRANSOM TRANSOM TR.INSOM MaWmum design pr-m chart(pso HEIGHT Units with 30'transom Height(in) THhutary width in FRAME Window Transom 24.00 30.00 36.00 4200 48.W 54.00 60.00 HEIGHT 36.00 00.0a 108.9 90.3 77.8 68.6 61.4 55.5 50.6 66.00 (MULLION 4200 30,00 90.0 74.4 64.0 56.5 M7 46.0 421 'NNDOW WINDOW WINDOW WINDOW SPAN) 48.00 30.00 75.5 622 53.4 47.1 424 38.6 35.5 HEIGHT 54.00 30.00 64.1 527 45.2 39.6 35.7 32.6 30.1 8.00 30.00 35.0 28.6 24.4 21.3 �1 17.4 �0 84.00 30.00 1 29.4 24.0 20.4 17.9 16.0 W1 I W2-{ IMPACTRATED UP TO WIND ZONE 120 1/2' IIF- Maximum design pre-re chart 0-10 COMBINED WIDTH Units with 36'transom VX CONFIGURATION Height(in) Tributary width in DESIGN PRESSURE TABLE INSTRUCTIONS: Window Transom 24.00 30.00 36.00 4200 48.00 54.00 60.00 1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE 36.00 36.00 90.6 74.9 64.5 Sa'.9 50.9 46.0 420 CHAPTER I S. 42.00 36.00 76.4 fi29 54.0 47.7 428 38.8 35.4 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON Maximum design pressure chart(ps1) 42.00 36.00 78.4 62.5 54.0 47.7 36.2 38.8 35.2 PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY Units with la't nsom WIDTH. Height(in) 8'EraTribu width m 54.00 36.00 56.0 46.0 39.3 34.6 31.0 28.2 25.9 3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH.AT 60.00 36.00 48.6 39.8 34.0 29.9 26.8 24.3 z2.a THE INTERSECTION OF ROW AND COLUMN CONTAINING THE Window Transom 24.00 J0.00 3600 4200 48.00 54.00 10.00 66.00 36.00 425 34.8 29.7 26.1 23.3 21.2 19.5 MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE 36.00 18.00 150.0 136.8 119.0 106.0 95.5 86.9 79.7 72.00 36.00 36.2 29.5 21A 21.9 19.5 17.7 1fi.3 MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING 48.00 18.00 103.8 107.3 74.7 63.3 60.7 56.0 84.0 78.00 36.00 30.4 24.7 21.0 18.3 16.4 MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN 48.00 18.00 103.8 86.2 74.7 oa".6 60.7 56.0 520 ..00 36.00 25.7 20.9 17.8 15.5 _ _ PRESSURE OBTAINED IN STEP 1. 54.00 18.00 85.2 70.6 a'1.0 54.3 49.3 45.6 426 IMPACT RATED UP TO WIND ZONE 3 60.00 18.00 71.1 58.8 50.7 45.0 40.a 37.7 35.2 66.00 18.00 60.2 49.7 428 37.9 34.3 31.0' 29.5 W1 +W2 72.00 18.00 51.6 425 36.5 323 29.2 26.8 25.0 TRIBUTARY WIDTH = 2 78.00 18.00 44.7 36.8 31.5 27.8 25.1 23.0 21.4 84.0O 18.00 38.7 31.8 27.3 24.1 21.8 20.0 18.5 IMPACT RATED UPTO WIND ZONE 3 Maximum deslgrl presvrm chart(pA) Un7ts with 24'hansom Height(in) Tributary width n Window Transom 24.00 30.00 36.00 4200 48.00R2O.4 60.00 36.00 24.00 1327 110.2 952 84.2 7s.4 62.4 SIGNED:0310212016 42.60 24.00 107.2 88.8 76.6 67.9 61.2 51.1 48.00 24.00 88.2 729 62.8 55.5 50.2 42.4 VIWINCO, INC 54.00 24.00 73.7 60.8 523 46.2 41.7 35.4 MORGANTOWN BUSINESS PARK P.O. BOX 499 ��JJ�S R• ! �i� 60.00 24.00 624 51.4 44.1 36.9 35.1 29.8 MORGANTOWN, PA 19543 QV�'�\OENS •9ip�i 66.00 24.00 53.5 44.0 37.7 33.2 29.9 25.4 OCEAN VIEW ALUMINUM VERTICAL MULLION `*• 0 >t'= 72.00 24.00 46.3 38.0 32.5 28.6 25.7 21.8 = • 1�' 78.00 24.00 40.4 33.2 28.3 24.9 2Z4 18.9 IMPACT33.fi zzs z3s za.7 18.8 15.7 APPROVED CONFIGURATIONS OF _ IMPACT RATED UP TO WIND ZONE) trenwu: IYAS ra. eEv jF'jO<OR10A.�� N.G.NTS aar 9128 03/1/1fi 08 40F 7 ,,� '�ONA11`G?G• it . �e�axs MULLION COVER WINDOW FRAME MULLION REFERENCE ONLY xel o¢cmrmw wt[ ,wrxov[n O ---------------- CLIP #8 SELF DRILLING SCREW SEE ANCHORING NOTE 6 SHEET 1 3' MAX 3' MAX 4' MAX 4' MAX 3' MAX }' MAX 1 1/4' MIN EMBEDMENT 7/16' MIN WOOD FRAMING CLIP EDCE DISTANCE OR 2X BUCK BY OTHERS #8 WOOD O SCREW 1 1/4'MIN EMBEDMENT o 1/4' MAX J SHIM SPACE MIN EDGEGE DISTANCE WOOD SC SCREW MULLION INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK SUBSTRATE HEAD SHOWN,SILL SIMILAR SIGNED:03/02l2016 VIWINC INC MORGANTOWN BUSINESS INESSPARK P.O. BOX 499 MORGANTOWN, PA 19543 �,•.��GEN,r�."9,n OCEAN VIEW ALUMINUM VERTICAL MULLION _—*• ,�NO,..b�5t� *= IMPACT .,,/AT , INSTALLATION DETAILS TAi Or iOA• F �` scut NTS are 03/1/1fi 08l--ET44OF 7 EV@ONS MULLION COVER WINDOW FRAME MULLION REFERENCE ONLY x� 06CfiPfpN wre .wvvwm o U 0 CUP J8 SELF DRILLING SCREW SEE ANCHORING NOTE 6 SHEET I 3' MAX 3' MAX 4'MAX 4'MAX 3' MAX 3' MAX �.{ 5/8 'MIN METAL CUP I EDGE DISTANCE STRUCTURE B SELF BY OTHERS DRIWNC SCREW O e /4 MAX SHIM SPACE 7/16'MIN EDGE DISTANCE S8 SMS OR SELF DRILLING SCREW MULLION INSTALLATION DETAIL METAL STRUCTURE INSTALLATION HEAD SHOWN,SILL SIMILAR SIGNED:0310212016 VIWINC INC MORGANTOWN BUSINESSO�PARK P.O. BOX 499 MORGANTOWN, PA 19543 .,,'\C :S ENS':PJi!� OCEAN VIEW ALUMINUM VERTICAL MULLION * 0 5 #= IMPACT �b'� �_ INSTALLATION DETAILS �p� TAT OF ki ovnwN: owc No. pfl' ��w F<ORIOA. scuE NTS arc 03/1/I6 08 siar540F 7 I'NAL'E %\\\ MULLION COVER WINDOW FRAME i<EvmaNs MULLION REFERENCE ONLY Iry, XEV 06CMF(gN OAIE •➢PRP/m LJ O 2 1/2'MIN CLIP #8 SELF DRIWNG SCREW EDGE DISTANCE SEE ANCHORING NOTE 6 SHEET 1 1 1/4'MIN 3"MAX—}—3"MAX-F 4"MAX 4' MAX—}—3• MAX 3'MAX EMBEDMENT CONCRETE/MASONRY BY OTHERS F CLIP 1 1/4- MIN EMBEDMENT � i I #8 WOOD I SCREW 1/4• MAX J SHIM SPACE 7/i6 MIN I EDGE DSTANCE 3/16"TAPCON MULLION INSTALLATION DETAIL CONCRETEMASONRY INSTALLATION HEAD SHOWN,SILL SIMILAR SIGNED:0310212016 VIWINCO, INC `\\\\X"I��lo MORGANTOWN BUSINESS PARK P.O. BOX 499 ��5,.' MORGANTOWN. PA 19543 OCEAN VIEW ALUMINUM VERTICAL MULLION p*• p,,,♦ 5 #= IMPACT lro INSTALLATION DETAILS 07, gTAT OF uuc wIc 08 slier 84 ONA` NITS 03/l/16 6 OF 7 8EY ofxmrnow ortE .wvvwm 13/1fi I /Z- 15/16- I CLIP DETAIL MULLION PART 2411-A GALVANIZED S7EEL.070-THICK ALUMINUM6105-TS MULLION COVER M0 MENTOFINEATIA:.40481N"4 PVC.050-THICK SECTION MODULUS:.2614 IN-3 COVER FRAME WINDOW REFERENCE ONLY INTERIOR WINDOW ANCHORS SEE ANCHORING NOTE 4 SHEET 1 O I C #6 X 3/4" SELF TAPPING SCREWS �( 1'FROM EACH END I I 1 B' MAX O.C. LJ SEE ANCHORING NOTE B n SHEET 1 MULLION EXTERIOR WINDOW TO MULLION ATTACHMENT SIGNED:03102,2016 DETAIL VIWINCO, INC MORGANTOWN BUSINESS PARK P.O. BOX 499 \��\\5 R•Lp4f7j� MORGANTOWN, PA 19543 `ter-��C ENSF-9iP�i OCEAN VIEW ALUMINUM VERTICAL MULLION =*• p 1 #= IMPACT — �cr{�p'�` COMPONENTS p0�E`OF ` 09 NTS '- 03/1/16 1-74OF 7 _ O11�JG NA `�\