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HomeMy WebLinkAboutPerformance Certification; Vertical X Mullion` DocumentTile: Structural Performance Doc No: FRM B142 Rev No: ' ftw, 1 of KIFEYSTO Certification Authorization Report Required Bv-' PRO B1-03 � f�Y CAR & Product ID Number: 464 - 721,0 Issue Date: 12/3/2015 Revision Date: 9/23/2019 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 d 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 indicabs 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 author¢aticn. 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 Refierenced Standard: Product Rating: AAMA 450-10 & ASTM El 88611996-05 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. R Date: 2019.09.23 145 Limekiln Rd. Suite 10013 .. New Cumberland, Pennsylvania 17070 1015:26-04'00' Phone: 717-932-8500 Fax: 717-932-8501 VAVW. KEY5r0NECERTS,COM MOD WIN �E ST©N t -Appendix 1 ; " G4R No:464-721.0 Expiration Date:11/24/2022 Viwinco, Inc. 851 Hemlock Road Morgantown Business Park Morgantown, PA 19543 Load Tables for tbe: Ocean View Aluminum Vertical Mullion Mullion Trlbutwv width In span In 24.00 30.00 36L00 42-00 48.00 54.00 60.00 X 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 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 93.2 922 66 00 120.0 108.5 96.1 87.8 82.3 78.8 76A 72.00 115.3 97.1 85.4 77.5 71.0 66.2 622 76.00 104.8 86.7 74.0 65.2 59.0 54.5 51.3 84A0 85.0 69.3 59.1 52.1 47.1 43.5 40A 90.00 68.8 56.0 47.6 41.8 37.6 34.5 322 Ken 56.5 45.9 38.9 34.1 30.5 27.9 26.9 10100 47.0 38.1 32.2 28.1 25.2 22.9 212 108.00 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 16.0 120.00 281 232 19.5 16.9 1&1 Impact Ratings ASTM E1996-Wind Zone 3 Keystone Certifications, Inc. 145 limekiln Rd, Suite 100B New Cumberland, PA 17070 Phone: 717.932.8500 www.keystonecerts.com i E1IST©NE Appendix 1 CAR No:464-721.0 Expiration Date:11/24/2022 Load Tables for the. Ocean View Aluminum X Mullion 1r Transom No ht n Mdbuto which00) Window 7Yansorn 24.00 30.00 3600 42.00 4&00 54100 W.00 3&00 1&00 150.0 136.8 119.0 106.0 95.5 86.9 79.7 42.00 1&00 128.9 107.3 932 83.3 75.7 69.3 64.0 4&00 1900 103.8 88.2 74.7 66.6 60.7 56.0 52.0 54.00 11L00 85.2 70.6 61.0 54.3 49.3 45.6 42.6 60.00 1&00 71.1 69.8 60.7 45.0 40.8 37.7 35.2 6&00 1&00 60.2 49.7 42.8 37.9 34.3 31.6 7200 1&06 51.6 42.5 36.5 32.3 26.8 1221.4j 78.00 1&00 44.7 36.8 31S 27.8 ]0.2 5.1 23.0 84.00 1 1900 38.7 1 31.8 27.3 24.1 21.8 20.0 18.5 2C Transom Ho ht n 7dbuta which Window Mnsom 24.00 30.00 36.00 4200 'we 5&06 60.00 36-00 24:00 132.7 110.2 952 84.2 76.4 68.3 62.4 4100 24.00 107.2 88.8 76.6 67.9 61.2 66.7 51.1 4&00 24.00 88.2 72.9 62.8 66.5 60.2 46.0 42A 5&00 24.00 73.7 80.8 52.3 46.2 41.7 38.2 35.4 60L00 U00 62.4 51.4 44.1 38.9 35.1 32.1 29.8 6100 2460 63.5 44.0 371 33.2 29.9 27.4 25.4 7100 24.00 46.3 38.0 32.6 28.6 25.7 23.6 21.8 78.00 24.00 40.4 33.2 28.3 24.9 22.4 20.4 18.9 "00 MO 33.6 27.6 23b 20.7 18.6 17.0 15.7 Impact Ratings ASTM E1996-Wind Zone 3 Keystone Certifications, Inc. 145 Limekiin Rd, Suite 100B New Cumberland, PA 17070 Phone: 717.932.8500 www.keystonecerts.com E�rsT©N Appendix 1 CAR No: 464-721.0 Expiration Date:11/24/2022 Load Tables for the: Ocean View Aluminum X Mullion 30" Transom H hf n Tdbg&rywh�tth Window TWnsorn 2100 30.00 3600 4100 48.00 5400 60.00 36.00 30L00 108.9 90.3 77S 68.6 61.4 55.6 50.6 4100 30A0 90.0 74.4 84.0 56.5 50.7 46.0 42.1 4&00 30.00 75.5 62.2 53A 47.1 42.4 38.6 35.5 6400 30.00 64.1 52.7 452 39.8 35.7 32.6 $0.1 60L00 U06 65.0 45.2 38.6 1 34.0 30.5 1 27.8 25.7 66.00 3OL60 47.6 39.1 33A 29.3 26.3 24.0 22.1 7100 30L00 41.6 34.1 29.1 26.5 22.9 20.8 19.2 71L00 30.00 35.0 28.6 24A 21.3 19.1 17.4 16.0 84:00 1 30.00 29.4 24.0 20A 17.9 16.0 36" Transom He ht n TtIbuta width Window T mnscm 2100 30.00 36.00 42.00 48.00 54.00 60.00 36�00 3900 90.6 74.9 64B 56.9 50.9 46.0 42.0 4200 36.00 76.4 62.9 54.0 47.7 42.8 38.8 35.4 4900 36.00 66.1 53.5 45A 40A 38.2 32.9 30.2 "00 A00 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 1 24.3 22.4 6&00 36.00 42.5 34.8 29.7 28.1 23.3 21.2 19.5 72.00 36.00 38.2 29.5 25.1 21.9 19.6 17.7 16.3 78.00 36.00 30A 24.7 21.0 18.3 16.4 man 3100 25.7 20.9 17.8 15.5 Impact Ratings ASTM E1996-Wind Zone 3 Keystone Certifications, Inc. 145 Limekiln Rd, Suite 100B New Cumberland, PA 17070 Phone: 717.932.9500 www.keystonecerts.com L. Roberto Lomas P.E. 233 W. Main 3t Danville, VA 24541 434-688-M rllnmas@lrlomaspacom Manufacturer: Viwinco, Inc. Morgantown Business Park P.O. Box 499 Morgantown, PA 19543 Product Llne: Ocean View Aluminum Vertical Mullion Engineering Evaluation Report Report No.: 513697 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. Supporling Techn►ca►Documentatlon. 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 AAMA 450-10 Design pressure: t50.13psf Water penetration resistance 12.11psf 3. Mul lion analyses with anchor calculations, report numbers 513697-1 and -2 in accordance with AAMA 450, options and 3, prepared, signed and sealed by Luis Roberto Lomas P.E. 1-knHat/ons and Condidons of use. • Maximum design pressure: Refer to installation details. • Maximum unit sire: 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. 1ns1a11aV0n: Units must be installed in accordance with manufacturer's installation instructions and approval document 08-02884. Cerllflcatlon oflndependence: 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). 0. :::,70; STA�OF �O. /S,/ONA l IE�CG��\ Luis R. Lomas, P.E FL No.: 62514 03/0112016 MULLION COVER WINDOW FRAME REVISIONS REFERENCE ONLY REV DESCRFnON I TE APPRDVED CLIP —/ 2 1 /2" MIN #8 SELF DRILLING SCREW EDGE DISTANCE SEE ANCHORING NOTE 6 SHEET 1 1 1/4" MIN EMBEDMENT /'CONCRETE/MASONRY 1 BY OTHERS MULLION INSTALLATION DETAIL CONCRETE MASONRYINSTALLATION HEAD SHOWN, SILL SIUILA R q a e 1 1/4" MIN _ EMBEDMENT S WOOD J SCREW 1/4" MAX SHIM SPACE 7/16" MIN EDGE DISTANCE 3/16" TAPCON VIWINCO, INC MORGANTOWN BUSINESS PARK P.O. BOX 499 MORGANTOWN, PA 19543 OCEAN VIEW ALUMINUM VERTICAL MULLION IMPACT INSTALLATION DETAILS DRAWN: DVlo ND. N.G. 08-02884 Sr" c NTS I DATE 03/1/16 s'w6 OF 7 SIGNED: 0310212016 I�t0,���i '� • �dVD��E?6F251 o TAT OF �00R40P • ���: jsIONA,'"G\�� 1 7/8 13/16" 15/1� 6� pip �/8.. I CLIP DETAIL GALVANIZED STEEL.070"THICK FRAME WINDOW REFERENCE ONLY 7/16" 3 1/16" 3/4" ,. MULLION PART 2411-A ALUMINUA 5105-T5 MULLION COVER MOMENT OF 1NER71A:.40481N'4 PVC.050' THICK SECTION MODULUS: 2614 IN'3 WINDOW TO MULLION ATTACHMENT DETAIL COVER WINDOW ANCHORS SEE ANCHORING NOTE 4 SHEET 1 #B X 3/4" SELF TAPPING SCREWS 1" FROM EACH END 8" MAX O.C. SEE ANCHORING NOTE 8 SHEET 1 MULLION REVISIONS DESCRIPTION DATE APPROVED SIGNED: 0310212016 WINCO. INC X�txlf:` l l L MORGANTOWN BUSINESS PARK .P.O. BOX 499 Nsll\S -Y MORGANTOWN, PA 1§543 =_*� iT OCEAN VIEW ALUMINUM VERTICAL MULLION IMPACT COMPONENTS may, TATE Of �pwPA.. ���`'ss,/!NAyj0� DRAWN: IWO NO, REV 08 _ \� SCAL DATE s FT740F NTS 03/1/16 7 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. ALLOWABLE STRESS INCREASE OF 113 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 6. SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY VIWINCO INC. 7. DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. B. UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9. MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 APPROVED CONFIGURATIONS AND CHARTS 4 - 6 INSTALLATION DETAILS 7 COMPONENTS REVISIONS LT I DESCRIPTION I DATE I APPROVED ' ANCHORING NOTES: 1. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2. FOR ANCHORING INTO CONCRETE USE 3/16" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3. FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4. FOR ATTACHING WINDOW UNITS TO MULLION USE #8 SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL LOCATE SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS SHOWN IN WINDOW SEPARATE APPROVAL. 5. ALL FASTENERS TO BE CORROSION RESISTANT. 6. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 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 18CA (.048") FY-33KS1/FU=52KS1 OR ALUMINUM 6063—T5 FU=30KSI 1 /8- THICK MINIMUM 7. TO ATTACH CLIP 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. VIWINCO, INC MORGANTOWN BUSINESS PARK P.O. BOX 499 MORGANTOWN, PA 19543 OCEAN VIEW ALUMINUM VERTICAL MULLION IMPACT NOTES DRAWN: I DWO No. N.G. 08-02884 'c'L' 14TS JDATE 0311116 1 —ET1 SIGNED: 03.10212018 �.�`J5 1P 11L °�i'''�. �.•��GEMSF 9(p `* 051A' '• jF ( f�/e�•cvz �7 STATE OF 0�+R• F�ORtOQ; •:��� //SS/ONAL}' �,,S \ 120 1/2- COMBINED WIDTH F- W 1 W2 120" d WINDOW FRAME // / HEIGHT WINDO ` WINDO (MULLION SPAN) W7 --iN-7 W2 120 1/2" 1 COMBINED WIDTH 120 1/2­ COMBINED WIDTH w1 --{ � wz 20' 1 FRAME HEIGHT WINDOW WINDOW (MULLION SPAN) 120 1/2" COMBINED WIDTH W1 --{ � w2 dWINDOW WINDOW d d 12D 1/2" COMBINED WIDTH W1��W2 TWZZ]WINDOW /WINOOk W1 --i I- W2 120 1/2" COMBINED WIDTH 12D 1/2" COMBINED WIDTH W1 -{� w2 NVINDOW ININDOW LAI Dwlmssu7eiad4� Mullion Trbutury width (In) Wen n 24.00 =W 3tM 42A0 41?0W 15dM &W 24.00 120.0 1 120.0 120.0 120.0 120.0 120.0 1 20.0 39LOO 120.0 120.0 120.0 120.0 120.0 1WO 120.0 30.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 4200 120.0 120.0 220.0 120.0 120.0 120.0 120.0 41LOO 1200. 120.0 120.0 120.0 120.0 120.0 12110 5R00 120.0 120.0 120.0 118.8 115.3 113.8 113.9 6200 120.0 120.0 109.8 1 11.3 96.1R277.9 92.2 IIROD 120.0 1O8.5 96.1 87.8 823 76.8 7200 115.5 97.1 85.4 77.5 71.0 62.9 f8 00 104.8 68.7 74.0 85.2 58.0 51.3 "do 85.0 69.3 59.1 52.1 47.1 40.8 80.0o 68.8 56.0 47.0 41.8 37.6 322 9tt.00 58.5 45.8 58.8 '.1 30.5 25.9 10200 47.0 38.1 32.2 2.1 25.2 . 21.2 39.5 31.9 27.0 25.5 21.0 181 17.6 m 33.5 27.1 22.8 19.9 17.7 16.028.7 1 23.2 18.5 16.8 IMPACT RATED UP TO WIND ZONE 3 120 1/2` COMBINED WIDTH W1 � r- W2 J/ MWINDOIWWINDOW APPROVED CONFIGURATIONS W1 --4- WL7 2 120 1/2" COMBINED WIDTH REVLSiONS REV I DESCRPTION I DATE I APPROVED DESIGN PRESSURE TABLE INSTRUCTIONS: 1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED, SEE FORMULA FOR TRIBUTARY WIDTH. 3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. 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 MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH = W1 + W2 2 VIWINCO, INC MORGANTOWN BUSINESS PARK P.O. BOX 499 MORGANTOWN, PA 19543 OCEAN VIEW ALUMINUM VERTICAL MULLION IMPACT APPROVED CONFIGURATIONS N.G. 108-02884 " NTS - 0311116 --2 TOF 7 SIGNED: 0310212013 ?AT 51�-A �i, REv %�'�FS; F[0RIpP 120 1/2" COMBINED WIDTH W1 Ir W2 t TRANSOM HEIGHT TRANSOMHIP FRAME HEIGHT (MULLION WINDOW WIIJDOWWINDOW SPAN) HEIGHT W1 JI W2 120 1/2- COMBINED WIDTH vx coNFIGURA TION Madmum dalgn pmepmv Chwt any Halts with 18' transom He Ight (In) Window TransomSR00 Ttlbulery width (In) 3000 3800 4200 1 4901111 6400 QOoO 3R00 1900 15D.0 135.8 1119.0 106-01 95.5 I 80.9 784.7 42.00 1900 107.3 93.2 83.9 75. 7 0 !800 802 74.7 0400 .7 56.0 52.0 8A0 18.00 70.6 01.0 .48 530 4885..5 Me 8.007 . 58 50.7 45.0 7 35.2Koo 49.7 42.8 37.0 34.3 31.6 29.5 2.00 1&00 b1.0 425 36.5 329 29.2 28 me 7880.00D0 m 30.8 31.5 28 25.1 23.0 21.4 84L00 1 1900 SB 7 31.8 27.3 24.1 21.8 20.6 WE Madmran dardgrr pms3Wv chart &4 Udts m lb 24' benwm Heigh on) Window Transom Tributary width 0n) 24Lo0 XW 13&W 42.00 14&00 15400 OMOO 38.00 24,00 1327 110.2 95.2 84.2 75.4 68.3 62.4 4200 24.00 1072 88.8 76.6 97.9 61.2 55.7 51.1 48A0 -UM- 2400 88.2 72.9 028 55.5 1 50.2 40.0 424 24.00 7T7 00.8 52.3 40.2 41.7 38.2 35.4 RL-9 2G00 82.4 51.4 44.1 38.9 W. T 32.1 29.8 III&M 24LOO 5A5 44.0 37.7 33.2 29.9 27.4 25.4 7200 24 00 48.3 38.0 32.6 28.6 25.7 23.5 1 21.8 78 00 24L00 40.41 33.2 28.3 24.9 22.4 20.4 18.9 8&W 1 24" 133.0 1 27.6 1 23.5 20.7 18.0 1 17.0 15.7 Madmvm demlgn p>umm chart (pal) Unita wt0r 30' t+aawrn Helght(In) WI do- Tranamn Tr-Ib rywldlh n 2&00 agog 38.00 4200 141LOO I "Do I ffM00 X00 361,00 108.9 90.9 1 77.8 68.8 61.4 55.5 Sae 4260 30.00 90.0 T4.4 61.0 56.5 50.7 46.0 421 4Ro0 a4o0 75:5 822 55.4 47.1 424 58.6 35.5 04L00 30000 64.1 527 45.2 39.8 35.7 326 30.1 QO og 311.00 55 0 45.2 58.6 34.0 30.5 27.8 25 7 tIR00 311,00 47.0 39.1 33.4 28.3 28.3 24.0 221 7200. 30L V 41.0 34.1 28.1 25.5 22.9 20.8 19.2 78 00 30 00 35.0 28.6 24.4 21.9 19.1 17.4 18 0 84:00 3R00 29.4-1 24.0 20.4 i 17.9 16.0 Nadmum deatgn pm=mv chat (patJ Lw6 with 38' hansom He1gM (In) window Transom Tributary wldth (In) 24.00 30.00 130.W 14100 48.00 I NROO 80.00 100 aRAO 1.1 14.9 84.118.3 50.9 46A 42.0 4200 30.00 70A 028 54. 428 38.8 35.4 48A0 3R00 05.1 55.5 45. 30.2 329 30.2 "00 3100 55.0 46.0 39. 31.0 20.2 25.9 t10.00 38.00 48.8 39.8 34.0 28.8 24.3 22.4 QQ00 3R00 42.5 34.8 29.7 23.5 21.2 19.5 7200 3100 302 29.5 25.1 18b 17.7 16.5 74LOO 38.00 30.4 24.7 21.0 16.4 84L00 3R00 25.7 20.9 17.8 15.5 ROOSIONS REV I DESOPiPnON I DATE I APPROVED DESIGN PRESSURE TABLE INSTRUCTIONS: 1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3. LOCATE MULLION SPAN (UNFT 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 MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. [TRIBUTARY WIDTH = W1 + W2 2 VIWINCO, INC MORGANTOWN BUSINESS PARK P.O. BOX 499 MORGANTOWN, PA 19543 OCEAN VIEW ALUMINUM VERTICAL MULLION IMPACT APPROVED CONFIGURATIONS OV/0 NO. N.G. 108-02884 srnEE NTS JDATE 03/1/16 s'�3 OF 7 SIGNED: 0310212018 MULLION COVER WINDOW FRAME • MULLION REFERENCE ONLY CLIP #8 SELF DRILLING SCREW SEE ANCHORING NOTE 6 SHEET 1 MULLION INSTALLATION DETAIL WOOD FRAMING OA2x BUCK SUBSMA TE H&AD SHOWN, SILL SMffLAR 7/16" MIN EDGE DISTANCE #8 WOOD SCREW REVISIONS REV I DESCRIPnON I DATE I APPROVED 1 1 1 /4" MIN EMBEDMENT WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4" MAX SHIM J SPACE 7/16- MIN EDGE DISTANCE #8 WOOD SCREW VIWINCO, INC MORGANTOWN BUSINESS PARK P.O. BOX 499 MORGANTOWN, PA 19543 OCEAN VIEW ALUMINUM VERTICAL MULLION IMPACT INSTALLATION DETAILS DRAWN: IM NO, N.G. 08-02884 SCALE NTS _ DATE 03/1/16 —4 OF 7 1 1/4" MIN EMBEDMENT SIGNED: 0310212016 �'-•��OENS� *- 6JFJo�51 * = STAxT-iQj REV ��'�F•'cfpRlOA•��4� /01 ONA 11NG`\` MULLION COVER WINDOW FRAME MULLION REFERENCE ONLY CLIP #8 SELF DRILLING SCREW SEE ANCHORING NOTE 5 SHEET 1 MULLION INSTALLATION DETAIL METAL STRUCTURE )NSTALLA TION READ SHOWN. SILL SIMILAR REVISIONS REV I DESCRIPTION I DATE I APPROVED ' 5/8" MIN SELF EDGE DISTANCE DR DRILLING SCREW 1 /4" MAX SHIM J SPACE 7/16'- MIN EDGE DISTANCE #8 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS VIWINCO, INC MORGANTOWN BUSINESS PARK P.O. BOX 499 MORGANTOWN, PA 19543 OCEAN VIEW ALUMINUM VERTICAL MULLION IMPACT INSTALLATION DETAILS DRAVIN: DWC NO. N.G. 08-02884 sr�Ir NTS I DATE 03/1/16 S`5 OF 7 SIGNED: 03.10212016