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HomeMy WebLinkAboutProduct Approval- Mullion L. Roberto Lomas P.E. Engineering Evaluation Report 233 W.Main St Danville,VA 24541 Report NO.: 513697 434-688-0609 rllomas(ivlrlomaspe.com Manufacturer: viwinco, Inc. REVIEWED FOR Morgantown Business Park CORA COMPLIANCE 499 Morgantown,P.O. Box wn, PA 19543 SUN 2 3 2�, LUtOCC IE COUNTY Product Line: Ocean View Aluminum Vertical Mullion St.Lucie GountY Compliance: Permong 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 61G20-3.005 method 1(a). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: File Copy 1. Approval document: drawing number 08-02884 prepared,signed and sealed by Luis Roberto Lomas P.E. 1 F 2. Test report No.:ATI-F055.02-109.47 signed by Timothy J, McGill. Architectural Testing, Inc., York, PA AAMA 450-10 Design pressure: ±50.13psf Water penetration resistance 12.11 psf 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). \`\\\��R I tt�0 �' ' • • • • � �i v •*\C+ENS••gtf��'. r - � , TAT OF • �� 0 • ZORMA. 1 of 1 Luis R. Lomas, P.E. FL No.:62514 03/01/2016 Document Title: Doc No: FRM B1-02 Rev No: 7 Pago 1 Of 1 Structural Performance jl; YSTO�y Certification iwH TIF IC M1 YIGyN i:.I;v c:. 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 100E New Cumberland, Pennsylvania 17070 1 3:1 8:29 _04'00' Phone: 717-932-8500 Fax: 717-932-8501 W W W.K EYSTO N E C E RTS.CO M F,YSTON CAR No:464-721-C1R2 Appendix 1 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 42.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54.00 120.0 120.0 1 120.0 119.8 115.3 113.9 113.9 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 47.1 43.5 40.8 90.00 68.8 56.0 47.6 41.8 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 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 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 KEYSTONE Appendix 1 CAR No:464-721-C1R2 =�,.r.�..ro�.•��_ Expiration Date:11/24/2022 Load Tables for the: Ocean View Aluminum X Mullion 18"Transom Hei hf 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 1 27.3 1 24.1 21.8 20.0 18.5 24"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 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 44.0 37.7 33.2 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 EYSTON Appendix CAR No:464-721 C1R2 A e n i x 1 - Expiration Date:11/24/2022 Load Tables for the: Ocean View Aluminum X Mullion 30"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 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 38.6 34.0 30.5 27.8 25.7 66.00 30.00 47.6 1 39.1 1 33.4 1 29.3 1 26.3 1 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 30.00 29.4 24.0 1 20.4 17.9 16.0 - - 36"Transom Hei hf in Trib tary 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 34.0 29.9 26.8 24.3 22.4 66.00 36.00 42.5 34.8 1 29.7 1 26.1 1 23.3 1 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 36.00 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 REVISIONS REV DESCRIPTION GATE APPROVED 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 AS 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 MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 4. FOR ATTACHING WINDOW UNITS TO MULLION USE #8 SELF DRILLING SCREWS WITH 6. SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS WINDOWS MUST BE MANUFACTURED BY SHALL B O INC.E CONTROLLED BY THE LESSER DESIGN SHOWN IN WINDOW SEPARATE APPROVAL. PRESSURE OF THE MULLLIONION OR THE INDIVIDUAL WINDOW UNIT. 7. DESIGN PRESSURE OF O UNIT SHAALL B 5. ALL FASTENERS TO BE CORROSION RESISTANT.� 8. UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND 6, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 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 (.048") 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 CLIP. 8. 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 BUISINESO,PARK P.O. BOX 499 `����1s11RIJLo�/�i�// TABLE OF CONTENTS MORGANTOWN, PA 19543 �•��CENS+�-9d+��� SHEET NO. DESCRIPTION OCEAN VIEW ALUMINUM VERTICAL MULLION '*• o„&i26 A IMPACT / 1 NOTES NOTES �� TATE OF ;1tii� 2 — 3 APPROVED CONFIGURATIONS AND CHARTS DRAWN owc No. REv '��'�� A,�ORO:' 4 7 6 COMPONENTS DETAILS N� NTS DATE 03/i/16 08SOE 8840E 7 //��SS�QNALIEaG��\ 120 1/2" 120 1/2" 120 1/2' RE`ASIONS AF COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH REV DESCRIPTION DATE APPROVED F W1--{ /� W2 F W1 � W2 ! W1 � W2 122 / WINDOW J JWINDOW J J WINDOW FRAME WINDO ///"' ///HEIGHTWIN W W/NDO WINDOW (MULLION /SPA� / / L/ W1� W1 ^'If W2 W1 �F^ W2 120 1/2" 120 1/2" 120 1/2' LCOMBINED WIDTH COMBINED WIDTH COMBINED WIDTH 120 1/2'• 120 1/2' 120 1/2" COMBINED WIDTHT TCOMBINED WIDTH COMBINED WIDTH W1 -{ W2 W1 -{[-W2 W1 -{ W2 / DESIGN PRESSURE TABLE INSTRUCTIONS: 'WINDOW1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE 120" IINDOW CHAPTER 16. FRAME WINDOW 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON HEIGHT WINDOW WINDOW WINDOW PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY (MULLION WIDTH. SPAN) l ` ` 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 pressure ratio s Mullion Tributary width(in) Wt + W2 span(in) 24.00 30.00 36.00 42.00 48.00 54.00 60.00 TRIBUTARY WIDTH = 2 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 42.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54.00 120.0 120.0 120.0 119.8 115.3 113.9 113.9 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 1 82.3 78.8 76.8 72.00 115.3 97.1 85.4 77.5 71.0 66.2 62.9 SIGNED:0310212016 78.00 104.E 86.7 74.0 65.2 59.0 54.5 51.3 VIWINCO, INC �1lslll+I/r 90.00 68.8 56.0 47.6 41.8 37.6 34.5 32.2 MORGANTOWN BUSINESS PARK P.O. BOX 499 \��\\S R• ��lJ���i� 96.00 56.5 45.9 38.9 34.1 30.5 27.9 25.9 MORGANTOWN, PA 19543 •'\pENq 102.00 47.0 38.1 32.2 28.1 25.2 22.9 21.2 OCEAN VIEW ALUMINUM VERTICAL MULLION k4TA�0 61 #=_ 108.00 39.5 31.9 27.0 23.5 21.0 19.1 17.6 IMPACT - J'�� -' 114.00 33.5 27.1 22.8 19.9 17.7 16.0 APPROVED CONFIGURATIONS �o "= .?a• OF e� 120.00 28.7 23.2 1 19.5 16.9 15.1 DRANK: DWG NO. REV i��.P<< 'c(OR10P•� ��� IMPACT RATED UP TO WIND ZONE 3 ��E NITS DATE 03/1/16 08 SD28240F 7 //�rs/S�ONAL1\\"G\\\ 1211 1/2" T I REVISMS COMBINED WIDTH REV DESCRIPTM DATE APPROVED W1 -{� W2 T-- TRANSOM H TRANSOh1 Eso- Maximum design pressure chart(pstJ HEIGHT Units with 30"transom Height(In) Tributary width(in) FRAME Window Transom 24.00 30.00 36.00 42.00 48.00 54.00 60.00 HEIGHT 36.00 30.00 108.9 90.3 77.8 68.6 61.4 55.5 50.6 (MULLION 42.00 30.00 90.0 74.4 64.0 56.5 50.7 46.0 42.1 WINDOW WINDOW WINDOW WINDOW SPAN) 48.00 30.00 75.5 62.2 53.4 47.1 42.4 38.6 35.5 HEIGHT 54.00 30.00 64.1 52.7 45.2 39.8 35.7 32.6 30.1 66.00 30.00 47.6 39.1 33.4 29.3 26.3 24.0 22.1 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 LL-178.00 30.00 35.0 1 28.6 24.4 21.3 19.1 17.4 16.0 84.00 30.00 29.4 24.0 20.4 17.9 16.0 W1 W2 IMPACT RATED UP TO WIND ZONE 3 120 1/2" Maximum design pressure chart(pst) COMBINED WIDTH Units with 36"transom VX CONFIGURATION Height(in) Tribute width in DESIGN PRESSURE TABLE INSTRUCTIONS: Window Transom 24.00 30.00 36.00 42.00 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 56.9 50.9 46.0 42.0 CHAPTER 16. 42.00 36.00 76.4 62.9 54.0 47.7 42.8 38.8 35.4 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON Maximum design pressure chart(psfl PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY Units with 18"transom 18.00 36.00 65.1 53.5 45.8 40 4 36.2 32.9 30.2 WIDTH. 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 Height(in) Tributary width(in) 60.00 36.00 48.6 39.8 34.0 29.9 26.8 24.3 22.4 THE INTERSECTION OF ROW AND COLUMN CONTAINING THE Window Transom 24.1 30.00 36.00 42.00 48.00 54.00 60.00 66.00 36.00 42.5 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 7100 J6.00 36.2 29.5 25.1 21.9 19.5 17.7 16.3 MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING 42.00 18.00 128.9 107.3 93.2 83.3 75.7 69.3 64.0 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 66.6 60.7 56.0 52- 8400 36.00 1 25.7 20.9 17.8 15.5 1 - - - PRESSURE OBTAINED IN STEP 1. 54.00 18.00 85.2 70.6 61.0 54.3 49.3 45.6 42.6 IMPACT RATED UP TO WIND ZONE 3 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 W1 + W2 72.00 18.00 51.6 42.5 36.5 32.3 29.2 26.8 25.0 TRIBUTARY WIDTH = 2 78.00 18.00 44.7 1 36.8 31.5 27.8 25.1 33.0 21.4 84.00 18.00 38.7 1 31.8 27.3 24.1 21.8 1 20.0 18.5 IMPACT RATED UP TO WIND ZONE 3 Maximum design pressure chart(p4 Units with 24"transom Height(in) Tributery width in Window Transom 24.00 30.00 36.00 42.00 48.00 154.00 60.00 36.00 24.00 132.7 110.2 95.2 84.2 75.4 68.3 62.4 SIGNED'03�'02/2016 42.00 24.00 107.2 88.8 76.6 67.9 61.2 55.7 51.1 VIWINCD INC ` \11 to 7i 48.00 24.00 88.2 72.9 62.8 55.5 50.2 46.0 42.4 r \� �/ 54.00 24.00 73.7 60.8 52.3 46.2 41.7 38.2 35.4 MORGANTOWN BUSINESS pgR19P.0.. BOX 499 `\��J\�?..�N-�4/" 60.00 24.00 62.4 51.4 44.1 38.9 35.1 32.1 29.8 �.v�G s'6* �_ 66.00 24.00 53.5 44.0 37.7 33.2 29.9 27.4 25.4 OCEAN VIEW ALUMINUM VERTICAL MULLION *• 0•�53 *= 72.00 24.00 46.3 38.0 32.5 28.6 25.7 23.5 21.8 IMPACT - -- 78.00 24.00 40.4 33.2 28.3 24.9 22.4 20.4 18.9 APPROVED CONFIGURATIONS STATE OF 81.-Do 24.00 33.6 1 27.6 1 23.5 20.7 18.6 17.0 15.7 iO•. IMPACT RATED UP TO WIND ZONE 3 DRAW: owc NO. REV '�i'^�C.S [ORIO" N.G. 08-02884 - '/'910NAt\'Ea\�`� s--E NTS JDAn 03/l/16 s"-3 OF 7 // 1\ AF MULLION COVER WINDOW FRAME RE`/1510NS MULLION REFERENCE ONLY REv DESCRIR gN wrF wvaovm O � © p C1 CLIP #8 SELF DRILLING SCREW SEE ANCHORING NOTE 6 SHEET 1 3" MAX 3" MAX 4" MAX 4" MAX 3" MAX 3" MAX 1 1/4" MIN EMBEDMENT 7/16" MIN WOOD FRAMING CLIP EDGE DISTANCE OR 2X BUCK BY OTHERS 68 WOOD 1 1/4• MIN SCREW EMBEDMENT 1/4" MAX SHIM SPACE 7/16" MIN EDGE DISTANCE WOOD SCREW J// MULLION INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK SUBSTRATE HEAD SHOWN.SILL SIMILAR SIGNED.0310212016 VIWI INC MORGANTOWN BUSINNSSO�PARK P.O. BOX 499 \�\\\y`F,IIL/0T///ice MORGANTOWN, PA 19543 \�v•�-GENq OCEAN VIEW ALUMINUM VERTICAL MULLION OTA 61IMPACTINSTALLATION DETAILS = OP ka� DRAWN: DWD NO. REV p�F �[OR10P•����� N.G. DATE 08 s0E 884 NTS 03/1/16 4 OF 7 MULLION COVER WINDOW FRAME REVISw+S MULLION REFERENCE ONLY DIESCRIPfION DATE i1PPR0VM O o © Q 4.. " CLIP SELF DRILLING SCREW SEE ANCHORING NOTE 6 SHEET 1 3" MAX 3" MAX 4" MAX 4" MAX 3" MAX 3" MAX 56#8SMSOR 8" MIN METAL CLIP STRUCTURE #8 SELFBY OTHERS DRILLING SCREW a MAX ME MIN STANCE fs SELF DRILLING SCREW MULLION INSTALLATION DETAIL METAL STRUCTURE INSTALLATION HEAD SHOWN,SILL SIMILAR SIGNED:0310212016 VIWINCO, INC MORGANTOWN BUSINESS PARK BOX 499te MORGANTOWN PA �'19543 ` �`?\rENs*'s�iJ OCEAN VIEW ALUMINUM VERTICAL MULLION *• p 61 *= IMPACT - - INSTALLATION DETAILS TAT E OF DRANK: DWCNO. REV ��'<C [0R10P•� �: ScxE NTS DATE 03/1/16 08 SO"E84 50F 7 ���i�sj'In MAt+EaG��\ MULLION COVER WINDOW FRAME REAMN$ MULLION REFERENCE ONLY Rtv oE,t MPnOa Doh VMOVM p Q 2 1/2" MIN CLIP #8 SELF DRILLING SCREW EDGE DISTANCE SEE ANCHORING NOTE 6 SHEET 1 1 1/4" MIN 3" MAX 3" MAX 4" MAX 4" MAX 3" MAX 3" MAX EMBEDMENT CONCRETE BY OTHERS S MASONRY CLIP 1 1/4" MIN ° EMBEDMENT Q #8 WOOD FED SCREWAX DI MIN DISTANCE ' TAPCON MULLION INSTALLATION DETAIL CONCRETEMASONRY INSTALLATION HEAD SHOWN,SILL SIMILAR SIGNED.'0310212016 VIWINCO, INC ��t11tIlllrrr,, MORGANTOWN BUSINESS PARK P.O. BOX 499 `\�\J�S R- L p��i,��/ MORGANTOWN, PA 19543 `�.,•��GENS 9s�� OCEAN VIEW ALUMINUM VERTICAL MULLION *• p 61 *= IMPACT — INSTALLATION DETAILS ��E OF p DRAWN: DWG 110. Rev i�'P� ;c(pRiDP � ��• scNe NTS °^'E 03/1/16 08 50"�'640F 7 "/;,S/ONALtaG��\ REVISIONS REV DESCRIPTION DARE APPROVED � ' 7'e" 7/16" r 13/16" 1/2" 3 1/16" I 3/4" 15/16" 3 8" O 0 —T CLIP DETAIL MULLION PART 2411-A GALVANIZED STEEL.070-THICK ALUMINUM 6105-T5 MULLION COVER MOMENT OF INERTIA:.4048114A4 PVC.050'THICK SECTION MODULUS:.2614 IN^3 COVER FRAME WINDOW REFERENCE ONLY WINDOW ANCHORS INTERIOR SEE ANCHORING NOTE 4 SHEET 1 oEl 0 #8 X 3/4" SELF TAPPING SCREWS ( � 1" FROM EACH END I�LJII 8" MAX O.C. SEE ANCHORING NOTE 8 q q SHEET 1 EXTERIOR MULLION WINDOW TO MULLION ATTACHMENT SIGNED:03,10212016 DETAIL INC MORGANTOWN BUSINESS OTPARK P.O. BOX 499 `��`J\ LIC�If9�i� MORGANTOWN, PA 19543 1�••��GENSa�,JT�r OCEAN VIEW ALUMINUM VERTICAL MULLION '*• 0,626 *= IMPACT COMPONENTS ::-A STATE OF [�\ O oRAwN: owc No. REV 'i�'nFS. �IORIOt; N.G. 08-02884 - ��iis�ONA1. SCAL E NTS D^TE 03/1/16 EET SH 7 OF 7 1J I