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Evaluation Report
L. Roberto Lomas P.E. Engineering Evaluation Report 233 W.Main St Danville,VA 24541 Report No.: 513697 434-688-0609 rllomas@lrlomaspq.com Manufacturer: Viwinco, Inc. Morgantown Business Park -c�J 3z P.O. Box 499 REVIEWED FOR Morgantown, PA 19543 BODE COMPLIANCE Product Line: Ocean View Aluminum Vertical Mullion STo Le h�AC'E C® �/�T Compliance: i The above mentioned product has been evaluated for compliance with the requirements of the FIJRQ 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 AAMA 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). IV ZZ *W 0 51 '.. TAT'E ri ,• %� oLORIa. ♦ �. 1)f it 1 of 1 Luis R. Lomas, P. FL No.:6 1 y 03/01 � Document Title: Doc No: FIRM B1-02 Structural Performance Rev No: 7 Page: 1 Of: 1 ST 11�9 ON-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 walVroof 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 atwww.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 in 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 -q °1"`3:18:29 -04'00'. Phone: 717-932-8500 Fax:.717-932-8501 W W W.KEYS-rONECERTS.0 O M 1�ys ivj Appendix 1 CAR No:464-721_C1R2 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 24.06 120.0 120.0 120.0 120.0 120.0 120.0 120.0 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 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 1 22.8 19.9 17.7 16.0 120.00 28.7 23.2 1 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 YS Appendix 1 ■��[yy�V' L� CAR No:464721_C1R2 GERTFCATONS. NOc Expiration Date: 11/24/2022 Load Tables for the: Ocean View Aluminum X Mullion 18"Transom He* 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 18.00 85.2 70.6 61.0 54.3 49.3 1 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 _ He' 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 4200 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 1 73.7 60.8 52.3 46.2 1 41.7 38.2 35.4 60.00 24.00 62.4 51.4 1 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 1 15_T Impact Ratings ASTM E1996-Wind Zone 3 Keystone Certifications, Inc. 564 Old York Road,Suite 5 Etters,PA 17319 Phone:717.932.8500 www.keystonecerB.com • 1 ,YST011i Appendix 1 CAR No:464-721_C1112 �> ,FI=. =ems• �_ 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 48.60 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 53A 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 39.1 1 33.4 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 ht in Tribufary 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 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 36.4 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 DATE 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 1S NOT REQUIRED FOR THIS PRODUCT IN WIND SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. BORNE DEBRIS REGIONS WIND ZONE 3. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. S. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY 70 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. MULLION. WINDOWS MUST APPROVED UNDER SEPARATE APPROVAL. 4. SUFFICIENT LENGTH-TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE WINDOWS MUST BE MANUFACTURED BY VIWINCO INC. MULLION WALL, LOCATE SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS 7. DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN SHOWN IN WINDOW SEPARATE APPROVAL, PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 5. ALL FASTENERS TO BE CORROSION RESISTANT. S. 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=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 B" MAX. O.C. THEREAFTER. SIGNED:0310212016 VIWINCO INC ��ullllil� MORGANTOWN BUSINESS PAR P.O. BOX 499 \vJ�B\GENS;t19s�i�i TABLE OF CONTENTS �, F•• SHEET NO. DESCRIPTION OCEAN VIEW ALUMINUM VERTICAL MULLION _+_*• 0,.812b 1 NOTES IMPACT :aj* S w Z NOTES —�o• TAT OF 2 — 3 APPROVED CONFIGURATIONS AND CHARTS DRAWN: DWC ND. REY �i�'��•'cfpR10Q:• �� 4 - 6 INSTALLATION DETAILS N.G. 08 oE�esa - ���iss�ONA 11E�G��\ 7 COMPONENTS NTS �� 0311116 1 OF 7 120 1/2" 120 1/2" F 120 1/2" REVISIONS COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH REV DESCRIPTION DATE APPROVED w1 w2 w1-� w2 /w1� l� w2 12" J WINDOW / /f WINDOW / / WINDOW /f FRAME WINDO / WIND014 WIN / NDO / / HEIGHT D WINDOW (MULLION / SPAN) i i� / / i� / JIL W1- Wz W1 If--w2 W1--{I�Wz 120 1/2" 120 1/2" 120 1/2" COMBINED WIDTH L::COMBINED WIDTH COMBINED WIDTH 120 1/2" 120 1/2" 120 1/2" COMBINED WIDTH COMBINED WIDTHT COMBINED WIDTH 111-1I W2 W1-jr W2 W1-I[- W2 DESIGN PRESSURE TABLE INSTRUCTIONS: 1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16.. 120" FRAME / /WINDOW / 4DOW IINDOW 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON HEIGHT WINDOW WINDOW WINDOW PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY (MULLION WIDTH. SPAN) � �� y y 3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLON SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN APPROVED CONFIGURATIONS PRESSURE OBTAINED IN STEP 1. Design pressure rating s Mullion Tribute width In W1 + W2 span(in) 24.00 30.00 36.00 42.00 48.00 64.00 80.00 TRIBUTARY WIDTH = 2 24.00 120.0 120.0 1 120.0 120.0 120.0 120.0 120.0 30.00 120.0 120.01 120.0 120.0 120.0 120.0 120.0 30.00 120.0 120.0 1 120.0 120.0 120.0 120.0 120.0 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 64.00 120.0 120.0 120.0 119.8 115.3 113.9 113.9 60.00 120.0 120.0 109.8 101.3 96.1 93.2 92.2 88.00 120.0 108.5 96.1 87.8 82.3 78.8 76.8 SIGNED:03/02/2016 72.00 115.3 97.1 85.4 77.5 71.0 66.2 62.9 78.00 104.81 86.7 74.0 65.2 59.0 54.5 51.3 VIWINCO, INC 90.00 68.0 56.3 47.1 41.1 37.1 34.5 32.2 MORGANTOWN BUSINESS PARK P.O. BOX 499 �`;\o�REk oRJ9�i�i 80.00 68.8 58.0 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 MORGANTOWN, PA 19543 v,•�\C SF,cl� i= 102.00 47.0 38.1 32.2 28.1 25.2 22.9 21.2 OCEAN VIEW ALUMINUM VERTICAL MULLION fit• 0 S1 # 108.00 39.5 31.9 27.0 23.5 21.0 19.1 17.6 IMPACT die= 114.00 33.5 27.1 22.8 19.9 17.7 16.0 APPROVED CONFIGURATIONS "�0, AT OF WZ l20.00 28.7 23.2 19.5 16.9 15.1 - - DRAWN; DWG N0. REY ��0 •'ZCIRVDV"''��\ IMPACT RATED UP TO WIND ZONE 3 N.G.' DATE 08 S02884 - ��iiSjS�p{VAI G�`\ NTS 03/1/16 2 OF 7 i 120 1/2" REVISIONS COMBINED WIDTH REV DESCRIPTION DATE APPROVED W1 Ir W2 TRANSOM TRANSOM TRANSOM TRANSOM Maximum design pressure chart(pso HEIGHT Units with 30"transom L Height(in) Tribute width In FRAME Window Transom 24.00 30.00 36.00 42.00 48.00 64.00 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 90.00 75.5 62.2 53.4 47.1 42.4 38.6 35.5 HEIGHT 64.00 30.00 64.1 52.7 45.2 39.8 35.7 32.6 30.1 66.00 30.00 47.6 39.2 33.4 34.0 26.5 24.8 25.1 88.00 90.00 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 30.00 29.4 24.0 20.4 17.9 16.0 W 1 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) Tributary width In DESIGN PRESSURE TABLE INSTRUCTIONS: Window Transom 24.00 30.00 136.00 142.00 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(pso 48.00 36.00 65.1 53.5 45.8 40.4 36.2 32.9 30.2 PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY Units with 1 transom 64.00 36.00 56.0 46.0 .39.3 34.6 31.0 28.2 25.9 WIDTH. Height(in) Triribute width In 3, LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT Window Transom 24.00 30,00 38.00 42.00 48.00 64.00 8.00 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 18.so 150.0 30,00 369.0 106,0 950 860 6.0 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 38.00 16.00 150.0 136.3 19. 83.3 95.5 86.9 79.7 72.00 38,00 1 29.5 25.1 21.9 19.5 17.7 16.3 MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING 48.00 18.00 103.8 86.2 74.7 66.6 60.7 56.0 52.0 78.00 38.00 30.4 24.7 21.0 18.3 16.4 MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN 54.00 18.00 85.2 70.6 61.0 54.3 49.3 45.6 42.6 �'� 36.00 25.7 20.9 17.8 15.5 1 - PRESSURE OBTAINED IN STEP 1. 60.00 16.00 71.1 58.8 50.7 45.0 40.8 37.7 35.2-1 IMPACT RATED UP TO WIND ZONE 3 66.00 18.00 60.2 49.7 42.8 37.9 34.3 31.6 29.5 WI + 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 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 IMPACT RATED UP TO WIND ZONE 3 Maximum design pressure chart(pso Units with 24"transom Height(in) Tributery width In Window Transom 24.00 130.00 136.00 42.00 148.00 154.00 60.00 36.00 24.00 132.7 110.2 95.2 84.2 75.4 68.3 62.4 SIGNED:0310212016 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 VIWINCO, INC 64.00 24.00 73.7 60.8 52.3 46.2 41.7 38.2 35.4 1 MORGANTOWN BUSINESS PARK P.O. BOX 499 60.00 24.00 62.4 51.4 44.1 38.9 35.1 32.1 29.8 MORGANTOWN, PA 19543 V•��CENSF 9d+�% 88.00 24.00 53.5 44.0 37.7 33.2 29.9 27.4 21.4 OCEAN VIEW ALUMINUM VERTICAL MULLION �• 9AT 672.00 24.00 46.3 38.0 32.5 28.6 25.7 23.5 21.8 IMPACT ,D' t378.00 24.00 40.4 33.2 28.3 24.9 22.4 20.4 18.9 APPROVED CONFIGURATIONS �A $$$ OF Oj 84.00 24.00 33.6 27.6 23.5 20.7 18.6 17.0 15.7 i 0 IMPACT RATED UP TO WIND ZONE 3 DRAWN: Dwc No. REV �i�•n�iP';<0R1'0? O2884 SCALE NTS DATE 03/i/16 08 s" F 7 MULLION COVER WINDOW FRAME REVISIONS MULLION REFERENCE ONLY REV DESCRIPTION DATE APPROVED O O tl 4 C7 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 -1 #8 WOOD 1 1/4" MIN SCREW EMBEDMENT 1/4" MAX SHIM SPACE MIN � EDGEGE DISTANCE / #8 WOOD SCREW MULLION INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK SUBSTRATE HEAD SHOWN,SILL SIMILAR SIGNED:0310212016 INC MORGANTOWN BUSINESSO�PARK P.O. BOX 499 ��\\\\� R!IL10'��//�� MORGANTOWN, PA 19543 v•*\CENS OCEAN VIEW ALUMINUM VERTICAL MULLION IMPACT *• �ATPIOF //44 INSTALLATION DETAILS tv` DRAWN: DWG NO. REV 08 SCALE NITS DATE 03/1/16 50"EEr44OF 7 Ar REVISIONS MULLION COVER WINDOW FRAME REFERENCE ONLY REv DESCRIPTION DATE APPROVED MULLION O O CLIP #8 SELF DRILLING SCREW SEE ANCHORING NOTE 6 SHEET 1 3" MAX 3" MAX 4" MAX 4" MAX 3" MAX 3" MAX 5/8" MIN METAL CLIP JEDANCE BY OUCTURE THERS#8 SEL DRILLIN SCREW O 1/4" MAX SHIM SPACE GE DI MIN EDGE DISTANCE / #8 SMS OR SELF DRILLING SCREW MULLION INSTALLATION DETAIL METAL STRUCTURE INSTALLATION HEAD SHOWN,SILL SIMILAR SIGNED:0310212016 INCID, INC MORGANTOWN BUSINESS PARK P.O. BOX 499 \\�\AS11R II1L/O4f /x MORGANTOWN, PA 19543 OCEAN VIEW ALUMINUM VERTICAL MULLION *• 0 61 F IMPACT O INSTALLATION DETAILS N.G.N: DWG NO. OB-02884 REV ���i/. SS SCALE DATE SHEEP NALIE��\� NTS 03/1/16 5 OF 7 MULLION COVER WINDOW FRAME REVISIONS MULLION REFERENCE ONLY REV DESCRIPTON DATE APPROVED � O co O cT 2 1/2" MIN CLIP #8 SELF DRILLING SCREW EDGE DISTANCE SEE ANCHORING NOTE 6 SHEET 1 1 1/4" MIN CONCRETE/MASONRY 3" MAX 3" MAX 4" MAX 4' MAX 3" MAX 3' MAX EMBEDMENT BY OTHERS CLIP •° 1 1/4" MIN ° EMBEDMENT 4. Q #8 WOOD SCREW 1/4" MAX SHIM SPACE 7/16" MIN EDGE DISTANCE 3/16" TAPCON MULLION INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION HEAD SHOWN,SILL SIMILAR SIGNED,0310212016 VIWINCO, INCIR liL///i/� MORGANTOWN BUSINESS PARK P.O. BOX 499 `'NJs\ GENS.119s�� MORGANTOWN, PA 19543 OCEAN VIEW ALUMINUM VERTICAL MULLION =>!r-• 9AT 61 IMPACT =,� tINSTALLATION DETAILS `p $ OF tu„ N GN: owc No. OB-02884 REV %�'�ss<pR10 aG� .� SCALE NTS D- 03/1/16 SHEEI6 OF 7 ��//�oNAI`����� Ar REVISIONS REV DESCRIPTION DATE APPROVED 1 7/8" 7/16" L— I 13/16" 7 —{ 1/2" 3 1/16" 3/4" 15/16" l� 64" _� _r6 CLIP DETAIL MULLION PART 241 I-A GALVANIZED STEEL.070"THICK ALUMINUM 6105-T5 MULLION COVER MOMENT OF INERTIA:.40481N14 PVC.050"THICK SECTION MODULUS:.2614 IN13 COVER FRAME WINDOW REFERENCE ONLY WINDOW INTERIOR SEEANCHORING NOTE 4 SHEET. 1 O f�8 X 3/4" SELF TAPPING SCREWS 1" FROM EACH END 8" MAX O.C. SEE ANCHORING NOTE 8 of p q :a SHEET 1 MULLION EXTERIOR WINDOW TO MULLION ATTACHMENT SIGNED:0310212016 DETAIL VIWINCO, INCo�6%i MORGANTOWN BUSINESS PARK P.O. BOX 499 `\\J\ 41��i/ MORGANTOWN, PA 19543 `r,•�\CEN q OCEAN VIEW ALUMINUM VERTICAL MULLION _k• 0 61 *: IMPACT — Tr�,6eOFF <t0. -40 :` COMPONENTS TAT rl DRAWN: DWG NO. REV // • ORS C' 08 SoEE884 — �jONAL [SCALE NTS DATE 03/1/16 7 OF 7 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3• METHOD 1 OPTION D Detailed Product Description: FL29511 Manufacturer:VIWINCO,INC. Date:02/26/2021 Manufacturer Address:PO BOX 499, MORGANTOWN PA 19543 Model Name:OCEANVIEW SERIES VINYL SINGLE HUNG WINDOW Maximum Load:+70 PSF,-70 PSF(Large Missile Impact) Installation Drawings#19-20F This product does not comply with the High Velocity Hurricane Zone(HVHZ)testing requirements. For maximum sizes,combination of span vs loads and anchor type refer to installation drawings. Comparative analysis used X Yes _No Mandatory Tests(Tested in accordance with AAMA/WDMA/CSA 101/I.S.2/A440/NAFS) �� �S� P g �IM 1/10/2008 76646.01-109-47 ASTM E283 Air Infiltration Architectural 12/5/2007 75147.01-109-47 Leakage Testing 8/15/2011 B 1834.01-109-47 7/19/2011 B1833.01-106-47 ASTM E331&ASTM Architectural 1/10/2008 76646.01-109-47 E547 Water Penetration Testing 12/5/2007 75147.01-109-47 8/15/2011 B1834.01-109-47 11/13/2007 75595.01-109-47 7/19/2011 B1833.01-106-47 ASTM E330 Uniform Static Air Architectural 1/10/2008 76646.01-109-47 Press. Testing 3/26/2014 D0902.03-109-47 12/5/2007 75147.01-109-47 8/15/2011 B1834.01-109-47 8/6/2015 E8004.01-109-47 11/13/2007 75595.01-109-47 7/19/2011 B1833.01-106-47 ASTM F588 Forced Entry Test Architectural 1/10/2008 76646.01-109-47 ' Testing 12/5/2007 75147.01-109-47 8/15/2011 B1834.01-109-47 7/19/2011 B1833.01-106-47 FILE C®Ply 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T:305.264.8100 1 F:305.262.69781 www.afceng.com alfarooq@afceng.com Supplemental Tests 1/15/2008 w 75581.01-109-47 10/14/2013 D0902.02-109-47 11/20/2007 76955.01-109-47 Large Missile Architectural 2/16/2008 80365.01-109-47 ASTM E1886/1996 Impact&Cyclic Testing 8/16/2011 B1832.01-109-47 5/15/2009 88662.01-109.47 8/6/2015 E8004.02-109-47 11/12/2007 75560.02-109-47 6/30/2011 B1074.01-109-47 Underthe limitations of the attached installation drawings,to the best of my knowledge and ability,the above product conforms to the requirements of the 2020 Florida Building Code. Evaluation Report Engineer: \0'"'"'I",, F!gROO'�.,� No.81 Jalal Farooq PE#81223 AI-Farooq Corporation EB#3538 Sealed: 3/9/2021� 9360 Sunset Drive STE 2201 Miami, FL 33173 T:305.264.8100 F:305.262.6978 1 www.afoeng.com alfarooq@afceng.com N 0a 0 q° 'A F� zg �o O 0 U IL 0(La 0 1/13'TEMP. GLASS 1/8'ANN. GLASS o 0 yby r 1/2'AIR SPACE 9/16'AIR SPACE Q Z i'li G`j LL z�g 1/8"ANN. GLASS 3/32'ANN. GLASS S .090" Interloyer •090"Inlerloyer Q ei Trosifol PVB Trosifol PVB By 'kurcroy Americo, Inc.' By 'kuroroy America, Inc.' 1/8"ANN. CLASS 3/32'ANN. GLASS J v N THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SILICONE �" SILICONE p m DOWSIL 1199 m DOWSIL 1199 3 INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET In 11 s 11 co THE APPUCABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. z 'SU-D'ST. STEEL U-SHAPED 'SU-D'ST. STEEL U-SHAPED t�i lµ OCEANVIEW DUAL SEALED SPACER EMBEDED IN SEALANT I DUAL SEALED SPACER (D rn EMBEDED IN SEALANT z VINYL SINGLE HUNG WINDOWS (L.M.I.) OR oR n o d c 'DURALITE' WARM-EDGE SPACER c 'DURALITE' WARM-EDGE SPACER U rL DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER BY'OUANEW BY'OUANEX' z Z CHARTS SHOWN ON SHEETS 3 AND 4. 5 LY)Z cmi I 18 ti l 18 U w o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H,/S.H. OR SINGLE HUNG WITH OTHER GLASS TYPE 'A' GLASS TYPE '13' Z WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 15/16'OVERALL INSUL. LAM.CLASS 15/16'OVERALL INSUL LAM. GLASS U LY z F.B.C. APPROVED MULLIONS IN BETWEEN. O g>GO 0 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL GLAZING OPTIONS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS.OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE FOR NON HIGH VELOCITY HURRICANE ZONE. . 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE a�' DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS - TO THE BUILDING STRUCTURE. c ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS G vg AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. INSUL. LAM. GLASS A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. LARGE MISSILE IMPACT ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. S@8I@Ci:3/9/ZO21 FL #29511 g v a MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT .5: COME INTOREQUIREMENTS NOFOTH THE 120 OT HER FLORIIDA SHALLiMILAR BLDG. CODE &A ADOPTED STANDARDS. A-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND \\\ �,1 F�yyyii� ` c a INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED �\� VkCENg�'••, FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY ON THIS DOCUMENT. - OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 8—THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF No.8.1223 '_ 8 WATER INFILTRATION RESISTANCE ETC. ALTERED BY Aran MEANS. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, C—SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED AND TO BE REVIEWED BY BUILDING OFFICIAL. ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN ( )ASD FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATEDdrawing no. ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE MANUFACTURER'S WITH S SHALL 17 LOCATED ON RI READILY VISIBLE LOCATION �� ''�Cy\\� 19-20F SPECIFIC DRAWINGS FOR gEVIEW. � IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. _THIS P.E.D.SHALL LABELING TO COMPLY WITH SECTION 1709.9.2. O THE PROFESSIONAL.ENGINEER NEER OF THE RECORD TE AND HAT PREPAREDR.L SEAL AND EAN NEW O ,� •\y Y�\\ +nn 1LlL sheet 1 of10 52" 52" 52" �V 5 INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH o 47 7/8" 47 7/8" 47 7/8" o� FIX.VENT WIDTH FIX.VENT WIDTH FIX.VENT WIDTH Z q J 44 1/4" 44 1/4" 44 1/4" 0 D.L. OPG. D.L. OPG. O.L. OPG. f Z N 6'0 ° 12" MAX. 12 MAX. 12" MAX. 0 HEAD/SILL HEAD/SILL HEAD/SILL d(u µI 4'MAX. 4"MAX. 4" MAX. HEAD/SILL A HEADf51LL Al HEAD/SILL AZ Q t N p CORNERS CORNERS CORNERS yim O Q ZG G 0` lz 11 II I� � D� --u----a====1 -E LL Z;pN pCl = B x B II ID B W W II W v N Iz p� O. Oi y to O O ¢ 11 K rc 11 m 3CD v f0� II II I It � _ II It 11 g = < a 11 R___ Y IT 11 nS It \a h , (A u 11 �1 n> -� n> J 11 �I Q Q ° -- - a ° a ° --u--- V IY d � � 4 II II �1 II 11 II s `U Z N C I I C 1 C I I c,O O I ti O O ° FALSE MUNTINS 5 m wz z z 5� 44 1/4" 44 1/4" 44 tf4" (SURFACE Y BE RUSE) D.L. OPG. !� �c°i D.L. OPG.12 °i'i D.L. OPG. c U 46 7/8'MAX. 46 7/8"MAX. 46 7/8"MAX. MOV.VENT WIDTH MOV,VENT WIDTH MOV.VENT WIDTH SILL OPTION FLANGE FAMES WITHOUT FRAME ANCHORS FLUSH FRAMES FIN FRAME SEE SHEET 5 0 TYPICAL ELEVATIONS u c m 0 o DAYLITE OPENING H FIX. VENT WIDTH = INTERIOR FRAME WIDTH - 4.125 111t 11111rr oo MOV. VENT WIDTH = INTERIOR FRAME WIDTH - 5.125 FIX. DLO WIDTH = VENT WIDTH - 3.625 �`� �� GEN...... a MOV. DLO WIDTH = VENT WIDTH - 2.625 J laveo 0 11 DLO HEIGHT = INTERIOR FRAME HT - 13.625 NO.81223 = d ' Sealed:3/9/2021 19-20F FL #29511 rrrrrrtl11111`�� sheet 2 ot10 EQUAL LITES WINDOWS EQUAL LITES WINDOWS �� 5 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF rpE�i o INTERIOR GLASS TYPE 'A' GLASS TYPE 'B' INTERIOR GLASS TYPE 'A' GLASS TYPE 'B' a FRAME DIMS. REINF. 'LRKR' REINF. 'FMTR' REINF, 'FMTR' FRAME DIMS. REINF. 'LRKR' REINF. 'FMTR' REINF. 'FMTR' Z J WIDTH HEIGHT E%T.(+) TNT.(-) EIR.(+) iNT.(-) EM.(+) 1M.(-) WIDTH HEIGHT' EM.(+) TNT.(-) OCf.(+) INT.(-) E%T.(+) INT.(-) Q�z q 18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 30" 70,0 70.0 70.0 70.0 50.0 50.0,/2` 25" 70.0 70.0 70.0 70.0 50.0 50.0 36" 70.0 70.0 70.0 70.0 50.0 50.0 a 'S 36" 50.0 50.0 50.0 50.0 50.0 50.0 40" - - 50.0 50.0 50.0 50.0 O ry L�i, U 18-1/B" 70.0 70.0 70.0 70.0 50.0 50.0 42" 66" - - 50.0 50.0 50.0 50.0 25-1/2" 37-3/6' 70.0 70.0 70.0 70.0 50.0 50.0 48" - - 50.0 50.0 50.0 50.0 4 36" 50.0 50.0 50.0 50.0 50.0 50.0 52" - - 50.0 50.0 39.9 39.9 VENT TOP RAIL VENT TOP RAIL v IJ m 18-1/8" 70.0 70.0 1 70.0 70.0 50.0 50.0 30" 70.0 70.0 70.0 70.0 5010 50.0 a O Z pl 25-1/2" 49-5/8" 70.0 70.0 70.0 70.0 1 50.0 1 50.0 36' 70.0 70.0 70.0 70.0 50.0 50.0 14 14 00�.00 36' 50.0 50.0 50.0 50.0 50.0 50.0 40` - - 50.0 50.0 50.0 50.0 ®°8 C 18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 42' 72" - - 50.0 50.0 50.0 50.0 14 14 Q LL fp I25-1/2" 55" 70.0 70.0 70.0 70.0 50.0 50.0 48" - - 50.0 50.0 1 50.0 50.0 36' 50.0 50.0 50.0 50.0 50.0 1 50.0 52" - - 50.0 50.0 I- - �(Z�j 18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 30" 70.0 70.0 70.0 70.0 50.0 50.0 a W 25-1/2" 62" 70.0 70.0 70.0 70.0 50.0 50.0 36" 5D,0 50.0 50.0 50.0 MTC. RA1L5 MTG. RAMS O 36' 50.0 50.0 50.0 50.0 50.0 50.0 40" Be' - - 50.0 50.0 50.0 50.0 = 18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 42" - - 50.0 50.0 50.0 50.0 J �1 25-1/2" 71" 70.G 70.0 70.0 70.0 50.0 50.0 48' - - 50.0 504 - - 3 N 36' - - 50.0 50.0 50.0 50.0 52 - - 50.0 50.0 - - P o 18-1/B" 70.0 70.0 70.0 70.0 50.0 50.0 30" - - 50.0 50.0 50.0 50.0 cD 25-I/2" 75" 70.0 70.0 70.0 70.0 50.0 50.0 36" 91, - - 50.0 50.0 50.0 50.0 14 = M 36" - - 50.0 50.0 50.0 50.0 40' - - 50,0 50.0 - - N 50.0 50.0 - - .-� LD m 50.0 50.0 50.0 50.0 O u D N Q 36' 86. - - 50.0 50.0 50.0 50.0 U K d 40' - - 50.0 50.0 - - VENT BOTTOM RAIL VENT BOTTOM RAIL z Y S �zr q2" - - 50.0 50.0 14 Uwz 0 z=< ❑ ❑ 3 �o INTERIOR FRAME DIMS o a O O Q p O a 14 c FLANGE FRAME `u INTERIOR FRAME DIMS SIDE STILE SIDE STILE m INTERIOR FRAME WIDTH REINF. IBM' REINF. `FMTR' y � v .s o c FLUSH FRAME WiNB2 INTERIOR FRAME DIMS Sealed:3/9/2021 i a p NOTE: Na.81223 o^ i o GLASS CAPACITIES ON THIS SHEET ARE 4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) -at• g 0 5 AND FLORIDA BUILDING COMMISSION '•, Br F �Cy'`� drawing no. DECLARATORY STATEMENT DCA05-DEC-219 EQUAL LITES FJNA�E FL #29511 //r111 111111�` sheet 3 of 10 UNEQUAL LITES (ORIEL TYPE) WINDOWS UNEQUAL LITES (ORIEL TYPE) WINDOWS S DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �} 0 �� LL INTERIOR GLASS TYPE 'A' GLASS TYPE 'B' INTERIOR GLASS TYPE 'A' GLASS TYPE 'B' U �j FRAME DIMS. REINF. 'LRKR' REINF. 'FMTR' REINF. 'FMTR' FRAME DIMS. REINF. 'LRKR' REINF. 'FMTR' REINF. 'FMTR' Z q J WIDTH HEIGHT EXT(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT,(+) 1NT.(-) EXT(+) INT.(-) a a O q 10-1/8' 70.0 70.0 70.0 70.0 50.0 50.0 30" 70.0 70.0 70.0 70.o 50.0 50.0 1) ❑ ¶ Ss ; I 25-1/2" 49-5/8" 70.0 70.0 70.0 70.0 50.0 50.0 36" - - 50.0 50.0 50.0 50.0 S S o 36' 50.0 50.0 50.0 50.0 50.0 50.0 40' 66" - - 50.0 50.0 50.0 50.0 „�J,N-u v 1B-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 42" - - 50.0 50.0 50.0 50.0 fSu fV 25-1/2" 55" 70.0 70.0 70.0 70.0 50.0 50.0 48" - - 50.0 50.0 - - 36' 50.0 50.0 50.0 50.0 50.0 50.0 52' - - 50.0 50.0 - - VENT TOP RAIL VENT TOP RAIL 0 yj 18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 30" 70.o 70.0 70.0 70.0 50.0 50.0 a C g 25-1/2' 62' 70.0 70.0 70.0 70.0 50.0 50.0 36" - - 50.0 50.0 50.0 50.0 14 14 Q C C 36' 50.0 50.0 50.0 50.0 511.0 50.0 40" 72" - - 50.0 511.0 50.0 50.0 14 ib 0��tr n 18-1/8" 70.0 70.0_1 70.0 70.0 50.0 50.0 42" - - 50.0 50.0 - - 25-1/2' 71" 70.0 70.0 70.0 70.0 50.0 50.0 48' - - 50.0 50.0 - - 0 LL 2 H 36" - - 50.0 50.0 50.0 50.0 JO' - - 50,0 50.0 50.0 50.0 18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 36' 80' - - 50.0 50.0 50.0 50.0 O O IJ 01 F 25-1/2" 75" 70.0 70.0 70.0 70.0 50.0 50.0 40' - - 50.0 60.0 - - MTG.RAILS MTG, RAILS 36' - - 50.0 50.0 50.0 50.0 42" - - 50.0 50.0 - - JO' 91. - - 50.0 50,0 50.0 50.0 J6' - - 50.0 50.0 - - ava 50.0 50.0 50.0 50.0 3 0 36' - 14 j M x do � N U d VENT BOTTOM RAIL VENT BOTTOM RAIL � Z 5 -U 2 �0 O o 14 O W Z- ^ ❑ 0 3�oZqq INTERIOR FRAME DIMS Lu�+uU O� o S 1l0 f S 0 0 p 0 14 FLANGE FRAME 2 INTERIOR FRAME INTERIOR FRAME - INTERIOR FRAME OWS WIDTH WIDTH SIDE STILE SIDE STILE sa (3/54) (2%sH) REINF. 'LRKR' REINF. 'FMTR' v = O O W •� W d' FLUSH FRAME (3Li 5H) \\\ 1 FI �r `c o (2�5H) o INTERIOR FRAME DIMS = - U - NOTE: Sealed:3/9/2021 ` No.81223 = GLASS CAPACITIES ON THIS SHEET ARE MOV. VENTS MOV•VENTS BASED ON ASTM E1300-09 (3 SEC. GUSTS) ` 9 TO BE 3/5 OF TO BE 3/5 OF AND FLORIDA BUILDING COMMISSION :®'• sT F ,�6{/� drawing no. THE WINDOW HT. THE WINDOW HT. DECLARATORY STATEMENT DCA05-DEC-219 FIN FRAME UNEQUAL UTES (ORIEL TYPE) FL 29511 ���NII111 11\\e\\\lk. sheet 4 of 10 EDGE DIST. TYPICAL ANCHORS V S SEE ELEV. FOR SPACING o 1BY WOOD BUCK __ __________ _ ____ cN SEE•NOTE ON SHEET 1,. I ro Fr____ ° .a e v 7RE 4d ° S o pc I F.B.C. APPROVED I q a EDGE DIS. g `n 1 I MULLION&MULLION ANCHORS ; I I SEE SEPARATE APPROVAL I I k x 5 'a m v vZi I I I I I \ EDGE DIST. I a g \ I I EDGE DIST. ..... I - jJ '0 00 1e ❑ Q a ° TYPICAL ANCHORS a O TYPICAL ANCHORS a p TYPICAL ANCHORS Q 1� 1 SEE ELEV. SEE ELEV. SEE ELEV. LL Z C)- L�J FOR SPACING FOR SPACING FOR SPACING j fj tp 4 Q u�l Omi g V il� TYPICAL ANCHORS: SEE ELEV. FOR SPACING n WOOD SUCKS AND METAL STRUCTURE 140T BY 'VIWINCO' W10 WOOD SCREWS (GRADE 2 CRS) MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM e INTO 23Y WOOD BUCKS OR WOOD STRUCTURES m o AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-3/8" MIN, PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ].= •U n i 0 I I Ij AS REQD. IYEEPHOLES' 16" QIA, TAPCON BY 'M (F--125 KSI,Fy-100 KSI) �.. SEE SHEETS THRU 1 BY BUCKS INTO CONC. OR BLOCKS 3 4 W1 = 1/8" X 1" WEEP SLOTS AT 2" FROM EACH END 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) c a O i Q - W2 = 3/16" X 3/8" WEEP SLOTS AT 3-1/2" FROM EACH END 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) w rn IS w DIRECTLY INTO CONCRETE OR BLOCKS a-i ¢^Y 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) II a 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) S Z v Z N W 14 ij I U #10 SMS OR SELF DRILLING S Rms (GRADE 2 CRS) �' O�Y �o I II INTO F.B.C. APPROVED MULLIONS U w 5 Q O o +I OR Z c9 Li INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 0 3 n o I , (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 7 o = ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) -1 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) I li o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) T TYPICAL EOGF DI TAN INTO CONCRETE AND BLOCKS = 2" MIN. c 1 INTO WOOD STRUCTURE = 1" MIN. g 16 INTO METAL STRUCTURE = 3/4" MIN. I 10 WOOD AT HEAD, SILL OR JAMBS SG - 0.66 MIN. a 1/4"SPACERS CONCRETE AT HEAD, SILL OR JAMBS f'c - 3D00 PSI MIN, C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. © ❑ 20 a FLANGE FRAMES] N \ T1TIL1ffIf/1 c° e° a 1BY WOOD BUCK Sealed:3/9/2021 SEE NOTE ABOVE NO.91223 _ ,• 3 K§I' ._'e. a \zee a ° '*\, "CONCCRETE " 5/8"X 1/4"CONTINUOUS STRUCTURAL SILICONE AT SILL ��•' COrCPE?Ee'.. ,�1 TYPICAL ANCHORS I. o' "o'_> TO BE MIN. ULTIMATE STRENGTH 100 PSI PER ASTM CI135. !� ., gY F � drawing no. ° SEE ELEV. s SILICONE COMPATABIUTY WITH SPACERS,FRAMING MEMBERS, EDGE DIST. FOR SPACING PAINT AND/OR SUBSTRATE TO BE VERIFIED BY OTHERS. i '������ I �••'••• 19-20F SILL OPTION WITHOUT FRAME ANCHORS FL #29511 '��/"111)11111 ��`` Sheet 5 of 10 ,emu 4 1/4"MAX. INTERIOR FRAME WIDTH 1/4"MAX. N SHIM SHIMS m REINf. AS REDD. O VENT WIDTH SEdt SHEETS IBY WOOD SEE NOTE ON SHEET 1 1/4"SHIM SEE ELEV. 0 —'SHIM SEE EL ANCHORS D.L.DPG. 9 MAX. I FOR SPACING d 5 o 5 6 I g µyN1\V..� O TYPICAL ANCHORS ❑ 29Y WOO BUCK c C LL FORSEE SPACE 1 C � C�❑ P ° TMPIC L CHORS a OR a IQ SEE WOOD RUCTURE TV °. FOR SPACING C ei Q FT-1 00b� y q q I - - - - - - - L I w 7�O pp I � o � Z W 2 2 C. ._EXTERIOR METAL D.L.OPG. o 0 STRUCTURE VENT WIDTH TYPICAL ANCHORS SEE ELLV. FOR SPACING = M 5/4-MAX. ,�. SHIMS 0) rn F.B.C. APPROVED CUPPED MULLION rn Q &MUUION ANCHORS❑ '• :•':s Z d SEE SEPARATE APPROVAL a.• INTERIOR FRAME WIDTH IMERIOR FRAME WIDTH s +U Z II II � :• L� z=�U' W ❑ I I ❑ ( 7m2 r I I q 6 `•. O O Q J-1 O I I IBY o C3 I I q WOOD BUCKS N W SEEIC LEV FORRSPACING EXTERIOR FLANGE FRAMES o.N O `5j511117.1�1151(1gr�,rr � c V%c Ale Sealed:3/9/2021 No.81223 BT F '• � drawing o no. FL #29511 /�Yr7111711555�\` sheet 6 of 10 II TYPICAL ANCHORS �� S SEE ELEV. N FOR SPACING EDGE GIST. ea ° a FLUSH FRAMES CAN BE USED AT ALL SUBSTRATES 0 g c°� O SHOWN ON SHEETS 5 AND 6, 40+ N O� m 0r ❑ O 1/4"MAX.u ❑ 1/4"MAX. INTERIOR FRAME WIDTH C 0�YY SHIMS SHIMS S 0 I; a 5,4 0 0❑ l7 Q 0 ' I I Oa J 0 . z— W i D _ EXTERIOR C w z o Ja'n0�a ff i i u TYPIGIL ANCHORS SEE ELEV. 1^ J k FOR SPACING o �.1 F.B.C. I i y ij APPROVED CUPPED MULLION & MUWON ANCHORS I i I SEE SEPARATE APPROVAL i till INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH 41 I ❑ li it ❑ C. J II I Sealed:3/9/2021 C1 20 - _ -o o ii ii Q FLUSH FRAMES �o 1: vo Wt I 3 0o I I 0 YYYY\1111 III; f," I I • W2 1,10EN3Lc •'• '�% °' CI I I I I CO ! No.81223 ° �3 KSIe i'. \ a0 0" '•��J•. .'li/� $ E CONCRETE' a I TYPICAL ANCHORS — — — %(�•'•, 8T �{/� drawing 9 no. SEE ELEV. _ 19 .a p FOR SPACING TYPICAL ANCHORS EXTERIOR —20F ����•' •'•���� EDGE DIST. _� SEE ELEV.FOR SPACING ��� ��YY� FL #29511 eft II I111111YY sheet 7 of 10 TYPICAL ANCHORS �U S ILLUSTRATIVE DTLS. ONLY SEE ELEV. o E%T. OR INT. FINISHES FOR SPACING M NOT BY VIMNC0 TYPICAL ANCHORS: Z a FIN FRAMES: SEE ELEV. FOR SPACING � W H W N8 SMS (GRADE 2 CRS) q 4� O O.V.. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 00.E O O 1-1/2" MIN. PENETRATION INTO WOOD c 1/2" MIN. EDGE DISTANCE O m C>a efo 1A Q�pQ A2 0 0oby o� LLz J �3mg � J1/4'MAX. INTERIOR FRAME WIDTH 1/4"MAX. 3 p ji II II GAP GAP z v it 1/2'MIN. 1/2" MIN. 2 i! EDGE DIST. D2 EDGE DIST. in a D LE_) z Q W vj U Q d b AF F � 2 S U Z N I - C 9Q O o0 00 0WZa - o �.. Z I: _ o ,;og pI ¢ Q O O I co a a O t.. O _ o II h i 57, t 0 I II I I I TYPICAL ANCHORS EXTERIOR SEE ELEV. _) FOR SPACING C2 o a zo FIN FRAMES y o a wz VcENs4o SBaled:3/9/2021 N0.81zz3 - W .�, �� �• Ri .?�u/�� drawingrf�no, LSEE EL . T PICAL�ANCHORS. /�� •� ` 1 9-20C FOR SPACING FL #29511 '��,,,I 111,11�` 9nae1 B of 10 I--2.075 V 1.430 1.265 2.075 1.25. I❑tea .310 O % 1.140 L_/�J TYP �- 1.430 0 M 1.765 n ❑ ❑ na I agn 2.000 a �❑ 2.000 I -d.64D 0 d 011 COI U 2.798 2.798 .310-d W H 4 Q ..07P a Q QQ FIX. VENT TOP RAIL O FIX. VENT SIDE RAIL Q 7 L V� ��11 1.430---{ 1.765 O a C a .228 1.992 .228 1.992 al o ;V1 N 2 4.1139 4.039 1. 1.265 .234 r 1.430 LL Z N .640 070 i -V• QQ FRAME HEAD (FLANGE/FLUSH) to FRAME HEAD (FIN) J- TTP• Q 2.000 2.000 1.616 L 1.140 n n Cl ❑a 0 FIX. VENT BOTTOM RAIL Q MOV. VENT SIDE RAIL v w w 2.075 'TMp 2.075 1.430 o 060-a.67 L1 4.039 ,070 0 4.039 1.140 .070 Typ, 1.785 TMP' I�.35'0 LO TYP. 1.OF� 86 c9 O1 qq j Wo CD co O z ¢� O 0 1 to REINF. Z I 1.527 5 U Z 2.798 .228 1.250 2.79E-�1 .226 © MOV. VENT TOP RAIL O W ® FRAME JAMB (FLANGE/FLUSH) Q FRAME JAMB (FIN) I1p-1.979 '0 a I 0 4.039 4.039 J.404 .404 1.767 1.140 O70 TYP. .080 2.000 `o_ IYP. O 2.000 ,754 O -1.430 u .754 a O ❑ OBo 0MOV. VENT BOTTOM RAIL 0- 1.250 1.175i-2.075 y a 1.175 2.075 � %111111/ Q `� 'FRAME SILL (FLANGE/FLUSH) 3n FRAME SILL (FIN) � IFS m ,zt Sealed;3/9/2021 I -.358 3st No.81223 .577 I .625 .040 643 .J30 IIp1,=�' =� a 'b 060 TYP, -� i-I-X. Q aT F �<(/� drawing`no. 1ae 17a oss 19-20F 10 SILL RISER 71 GLAZING BEAD 12 FLANGE ADAPTER 20 VENT SUPPORT FL #29511 ����///IIII 11��``` sheet s oflo ITEM=# QUANTITYTY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS1FRAME HEAD(FLANGE/FLUSH) RIGID PVC DECEUNINCK N 1AFRAME HEAD(FIN) RIGID PVC DECEUNINCK2FHMiE JAMB(FLANGE/FLUSH) RIGID PVC DECEUNINCK Z2AFRAME JAMB(FIN) RIGID PVC DECEUNINCK G3FRAME SILL(FLANGE/FLUSH) RIGID PVC DECEUNINCK a W 3A 8911 1 FRAME SILL(FIN) RIGID PVC DECEUNINCK O O'I� cOi 4 5313 1 FIX.VENT TOP RAIL RIGID PVC DECEUNINCK 5 1 5309 1 FIX.VENT BOTTOM RAIL RIGID PVC DECEUNINCK 6 1 5308 1 MOV.VENT TOP RAIL RIGID PVC DECEUNINCK Q y t7 7 5305 1 MOV.VENT BOTTOM RAIL RIGID PVC DECEUNINCK 8 5307 1 FIX.VENT SIDE RAIL RIGID PVC DECEUNINCK a R l7 4g 9 5306 1 MOV.VENT SIDE RAIL RIGID PVC DECEUNINCK $ 10 5142 1 SILL RISER RIGID PVC DECEUNINCK 0 0 lz 11 5144 AS READ. GLAZING BEAD RIGID PVC DECEUNINCK 12 8346 AS REGD. FLANGE ADAPTER RIGID PVC DECEUNINCK O 14 6608 AS REGD. REINFORCING 6105-T5 16 3515 AS REGD. POLYPILE WITH FIN W'STRIPPING - ULTRAFAB to FJU 17 7531 2 VENT STOP - CENTRAL.PLASTICS F 18 7240T 2/LITE SETTING BLOCK EPOM TB PHILLY 19 - ` AS REDD. EXTRUDED ALUMINUM SCREEN (OPTIONAL) - LEADING EDGE -J 20 6609 1 VENT SUPPORT 6083-T5 - 3 o MITERED WELDED WHITE PVC EXTRUSIONS TO BE LABELED WITH AAMA EXTRUDER CODE, CORNERS EXTRUDER NAME, CITY AND STATE. 0) 0 Z OI N V�ad. I Z y ro S (J Z{y HARDWARE: z w FRAME METAL SWEEP LOCK WITH ADJACENT KEEPERS 3 o BY 'TRUTH' LOCATED AT 12" FROM EACH END ro g a OF MOVING VENT TOP RAIL VINYL TILT LATCH BY 'FOUR—JAKS' AT EACH END OF MOVING VENT TOP RAIL METAL PIVOT BARS BY 'FOUR—JAKS' LOCATED AT EACH END OF MOVING VENT BOTTOM RAIL `o NIGHT LATCHES BY 'FOUR—JAKS' LOCATED AT o UPPER VENT, 3" ABOVE MEETING RAILS CONSTANT FORCE BALANCE BY 'FOUR—JAKS' ONE IN EACH JAMB y MITERED WELDED p m CORNERS 'y° 'S `1111111111//// �°c �� VCENy�c � •I Sealed:3/9/2021 No.81223 = 2 ®'•' 9T 7,(t/`� drawing no. VENT CORNERS 'i� �'' • . �C9�N 19-20F •. FL #29511 '////A1I11111�L�1```` sheet l0of 10 I i viawinco Dealer Quote Qnotel�Twnber EAST COAST LUMBER 00298648 308 AVENUE Ar " Job Name: 4' FORT PIERCE,FL 34950 ERNS"rES-9 WINDOWS Quote Date:Mar 10,2022 Sold To: CASH ROB Ship TO: .> Unit Egt Line# Order Specifications price Price 0001 2 Ocean View NC Single Flung Viewed from Extericr APPLICATION: NEW CONSTRUCTION(IMPACT) DO YOU NEED FLORIDA APPROVAL?: YES MEASURE CODE: MAKE SIZE WIDTH: 35.5000 HEIGHT: 49.2500 LAYOUT: EQUAL LITE g; COLOR WHIT;EXTERIOR/WHITE I I ERIOR , GLASS PACKAGE: STANDARD GLASS PACKAGE GLASS COLOR OPTIONS: LAMINATED/LO'Vd-E -- gip-- GRID TYPE: NONE SCREEN: EXTRUDED HALF SCREEN SCREEN MESH: BVUE_V SCREEN SHIP: IN WINDOW ACCESSORIES: FLORIDA FLANGE HARDWARE: THIS WINDOW DOES NOT MEET EGRESS LOCK AND KEEPER FINISH: WHITE FINISH Performance:SRGC:0.20.U-Factor.0.28,VT:0.46,CPD:VWN-K-I1-00645-00001 DP Value:50 Florida Approval:29511.1 I 'Pike Date Printed: 3/15/2022 02:18 PM Created By_ travisooeastcoastlumber.com Page 1 of 4 00298648 _ ty Unit Ext Line# `' Order Specif cations Price Price Ordered 0002 4 Ocean View NC Single Hung APPLICATION: NEW CONSTRUCTION(IMPACT) Viewedfmmedermf DO YOU NEED FLORIDA APPROVAL?: YES MEASURE CODE: MAKE SIZE WIDTH: 35.5000 HEIGHT: 36.2500 HF LAYOUT: EQUAL LITE COLOR WHITE EXTERIOR/WHITE INTERIOR $_ GLASS PACKAGE: STANDARD GLASS PACKAGE -----Zw GLASS COLOR OPTIONS: LAMINATED/LOW-E GRID TYPE: NONE SCREEN: EXTRUDED HALF SCREEN SCREEN MESH: BVUE_V SCREEN SHIP: IN WINDOW ACCESSORIES: FLORIDA FLANGE HARDWARE: THIS WINDOW DOES NOT MEET EGRESS LOCK AND KEEPER FINISH: WHITE FINISH Performance:SHGC:0.20,U-Factor:028,VT:0.46.CPD:VWN-K-11-00645-00001 DP Value:50 Florida Approval:29511.1 0003 1 Ocean View NC Single Hung APPLICATION: NEW CONSTRUCTION(IMPACT) DO YOU NEED FLORIDA APPROVAL:?: YES Viewed ham Extenor MEASURE CODE: MAKE SIZE WIDTH: 35.5000 t HEIGHT: 24.5000 j LAYOUT: EQUAL LITE COLOR: WHITE EXTERIOR/WHITE INTERIOR GLASS PACKAGE: STANDARD GLASS PACKAGE GLASS COLOR OPTIONS: LAMINATED/LOW-E GRID TYPE: NONE SCREEN: EXTRUDED HALF SCREEN SCREEN MESH: BVUE_V SCREEN SHIP: IN WINDOW ACCESSORIES: FLORIDA FLANGE HARDWARE: THIS WINDOW DOES NOT MEET EGRESS LOCK AND KEEPER FINISH: WHITE FINISH Performance:SHGC:0.20,U-Factor:0.28,VT:0.46,CPD:VWN-K-11-00645-00001 DP Value:50 Florida Approval:29511.1 Date Printed: 3/15/2022 02:18 PM Created By: travis@eastcoastiumber.com gage 2 of 4 00298648 Line#. � Order Specifications Unit Eat Or Price Price k5 0004 1 Ocean View NC Mulled Units 2U-1R2C CONFIG: 2U-1R2C APPLICATION: NEW CONSTRUCTION(IMPACT) MEASURE CODE: MAKE SIZE OVERALL WIDTH: 72.7500 OVERALL HEIGHT: 49.2500 CUSTOM SIZES: NO T COLOR WHITE EXTERIOR/WHITE INTERIOR —_s�_______.:�•.__ GLASS PACKAGE: STANDARD GLASS PACKAGE ---`--"-�"'------` GLASS COLOR OPTIONS: LAMINATED/LOW-E ACCESSORIES: FLORIDA FLANGE UNIT 01:Ocean View NC Single Hung DO YOU NEED FLORIDA APPROVAL?: YES �,,1k�/�� �!il WIDTH: 36.1250 ! HEIGHT: 492500 LAYOUT: EQUAL LITE e/ COLOR WI-HTE EXTERIOR/W'HITE INTERIOR GLASS PACKAGE: STANDARD GLASS PACKAGE GLASS COLOR OPTIONS: LAMINATED/I.OW-E GRID TYPE: NONE SCREEN: EXTRUDED HALF SCREEN SCREEN MESH: BVUE_V SCREEN SHIP: IN WINDOW ACCESSORIES: FLORIDA FLANGE HARDWARE: THIS WINDOW DOES NOT MEET EGRESS LOCK AND KEEPER FINISH: WHITE FINISH UNIT 02:Ocean View NC Single Hung DO YOU NEED FLORIDA APPROVAL?: YES WIDTH: 36.1250 HEIGHT: 49.2500 LAYOUT: EQUAL LITE COLOR: WHITE EXTERIOR/WHITE INTERIOR GLASS PACKAGE: STANDARD GLASS PACKAGE GLASS COLOR OPTIONS: LAMINATED/LOW-E GRID TYPE: NONE SCREEN: EXTRUDED HALF SCREEN SCREEN MESH: BVUE_V SCREEN SHIP: IN WINDOW ACCESSORIES: FLORIDA FLANGE HARDWARE: THIS WINDOW DOES NOT MEET EGRESS LOCK AND KEEPER FINISH: WHITE FINISH Performance All Units):SHGC: - _ _ _0.20 U Fact r: 2 V - _ � ) 0 0. 8, T.0.46,CPD:V WN K 11 00645 00U01 DP Value:50 Florida Approval(All Units):29511.1 Date Printed: 3/15/2022 02:18 PM Created By: traA a�eastcoastlumber.com Page 3 of 4 00298648 I 'i }� Unit F.at Order Specifications Line# Ordeed I? t Price Price Sub Total: Date Printed: 3/1 5/2022 02:18 PM Created By: travis@eastcoastlumber.com Tax. Page 4 of 4 Total:- QUOTE DISCLAIMER We ask that you thoroughly review the quote for accuracy,before ordering the product By responding to this email,or signing the quote,you authorize us to order the product/special order product and you agree aU quantities,sizes,and specifications are correct NO changes or cancellations can occur once special order items have been submitted to the manufacturer. THIS ESTIMATE IS VALID FOR 30 DAYS.SPECIAL ORDER ITEMS CANNOT BE RETURNED. Customer Signature: Date: