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HomeMy WebLinkAboutProduct Approval (7) _l 4/10/2017 Florida Building Code Online 41 4� BCIS Home I Log In i User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications i FBC Staff BCIs Site Map Links I Search db1pr a �Product Approval -- USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Mail FL# FL21144-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived C Product Manufacturer WlndoorIncorporated Address/Phone/Email 7500 Amsterdam Dr. Orlando, FL 32832 (407)481-8400 fhiggins@windoorinc.com Authorized Signature Fred Higgins fhiggins@windoorinc.com Technical Representative Fred Higgins Address/Phone/Email 7500 Amsterdam Drive Orlando, FL 32832 (407)481-8400 fhiggins@windoorinc.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas. the Evaluation Report Florida License PE-62514 Quality Assurance Entity Keystone.Certifications,Inc. Quality Assurance Contract Expiration Date 08/01/2023 Validated By Steven M.,Urich, PE -.C6, Validation Checklist-Hardcopy Received Certificate of Independence FL211.44 R1 COI FLCOI.pdf Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https:/Avww.floridabuilding.org/pr/pr ppp d.aspx?param=wGEVXQwtDqu2dzEOwOntgwiOZ8lM6a0fQNO5v°/p2rjjucfPMH[vYafYV%2bgp/`3d*/p3d 1/4 i a� y -90110 J%s46 6y ✓o ao 6 °��✓rya �� To f as f i9 .o �� sai pia �' � 0 li6y� 03 G6saA4�,�'e 110� y��o s�ac'a�fve� rbG fisQ ��� C�� .�,� a6 °.��,Rio .o ✓o � J ✓p `r9 � �f� S �� ` 3>�0 'sbs, YGi °�� p d o"p OP> ti�v� 4/10/2017 Florida Building Code Online Business a ProfessionalRegulation rAm BCIS Home [Log In t User Registration Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff ( BCIS Site Map i Links ( Search FI 'da Product Approval r USER:Public User Product Approval Menu>Product or ADDlicatlon Search>Application List>Application Detail III '• FL# FL21144-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived [53 Product Manufacturer Wlndoor Incorporated Address/Phone/Email 7500 Amsterdam Dr. Orlando, FL 32832 (407)481-8400 fhiggins@windoorinc.com Authorized Signature Fred Higgins fhiggins@windoorinc.com Technical Representative Fred Higgins Address/Phone/Email 7500 Amsterdam Drive Orlando, FL 32832 (407)481-8400 fhiggins@windoorinc.com Quality Assurance Representative Address/Phone/Emall Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 08/O1/2023 Validated By Steven M. Urich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL21144 RI COI FLCOI.odf Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org(pr/pr app fl.aspx?param=wGEVXQwtDqu2dzEOwOntgwiOZ81M6a0FQNO5v%2ijucfPMHlvYafYV%2bgD/o3d%3d 1/4 4/10/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 02/06/2017 Date Validated 02/08/2017 Date Pending FBC Approval 02/09/2017 Date Approved 04/04/2017 Summary of Products FL# Model,Number or Name Description 21144.1 1 1/4"X4"THERMALLY BROKEN 1 1/4'W"THERMALLY BROKEN MULLION - LMI MULLION Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL21144 Rl II 08-02912A.Bdr Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.REFER TO APPROVAL DOCUMENT FOR DESIGN FL21144 Rl AE 513734A.Pdf PRESSURE RATINGS. Created by Independent Third Party: Yes 21144.2 1"X4"TUBE MULLION HORIZONTAL 1"X4"TUBE MULLION HORIZONTAL IMPACT IMPACT Limits of Use Installation Instructions Approved for use in HVHZ:No FL21144 Rl II 08-02962.Bdf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.REFER TO APPROVAL DOCUMENT FOR DESIGN FL21144 R1 AE 513807.odf PRESSURE RATINGS. Created by Independent Third Party: Yes 21144.3 2"X4"TUBE MULLION HORIZONTAL 2"X4"TUBE MULLION HORIZONTAL IMPACT IMPACT Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL21144 R1 II 08-02963 .Bdf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.REFER TO APPROVAL DOCUMENT FOR DESIGN FL21144 Rl AE 513808.odf PRESSURE RATINGS. Created by Independent Third Party: Yes 21144.4 2"X5"Xl/4"TUBE MULLION 2"XS"XS/4"TUBE MULLION HORIZONTAL IMPACT HORIZONTAL IMPACT Limits of Use Installation Instructions Approved for use in HVHZ:No FL21144 R1 II 08-02925.Bdf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.. REFER TO APPROVAL DOCUMENT FOR DESIGN FL21144 RI AE 513755.Bdf PRESSURE RATINGS. Created by Independent Third Party: Yes 21144.5 2"X5"Xl/8"TUBE MULLION 2"XS"Xl/8"TUBE MULLION HORIZONTAL IMPACT HORIZONTAL IMPACT Limits of Use Installation Instructions Approved for use in HVHZ:No FL21144 R1 II 08-02926.Bdf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN FL21144 R1 AE 513756.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 21144.6 2"X6"TUBE MULLION HORIZONTAL 2"X6"TUBE MULLION HORIZONTAL IMPACT IMPACT Limits of Use Installation Instructions Approved for use in HVHZ:No FL21144 Rl II 08-02964 .Ddf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL21144 Rl AE 513809.Bdf PRESSURE RATINGS. Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqu2dzEOwOntgwiOZ81M6a0fQNO5v%2rjucfPMHlvYafYV%2bg%3d%3d 2/4 4/10/2017 Florida Building Code Online 21144.7 2"X6"XS/4"TUBE MULLION 2"W'Xl/4"TUBE MULLION HORIZONTAL IMPACT HORIZONTAL IMPACT Limits of Use Installation Instructions Approved for use in HVHZ:No FL21144 Rl II 08-02927.Ddf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN FL21144 R1 AE 513757.D df PRESSURE RATINGS. Created by Independent Third Party: Yes 21144.8 2"X6"Xl/8"TUBE MULLION 2"X6"Xl/S"TUBE MULLION HORIZONTAL IMPACT HORIZONTAL IMPACT Limits of Use Installation Instructions Approved for use in HVHZ:No FL21144 Rl II 08-02928.Ddf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL21144 RI AE 513758.odf PRESSURE RATINGS. Created by Independent Third Party: Yes 21144.9 2"X8"TUBE MULLION HORIZONTAL 2"X8"TUBE MULLION HORIZONTAL IMPACT IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL21144 Rl II 08-02965 .Ddf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN FL21144 RI AE 513810.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 21144.10 2"X8"X1/4"TUBE MULLION 2"X8"Xl/4"TUBE MULLION HORIZONTAL IMPACT HORIZONTAL IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL21144 R1 II 08-02929.Ddf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL21144 Rl AE 513759.odf PRESSURE RATINGS. Created by Independent Third Party: Yes 21144.11 2"X8"Xl/8"TUBE MULLION 2"X8"Xl/8"TUBE MULLION HORIZONTAL IMPACT HORIZONTAL IMPACT Limits of Use Installation Instructions Approved for use in HVHZ:No FL21144 R1 II 08-02930.1)df Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FL21144 Rl AE 513760.odf PRESSURE RATINGS. Created by Independent Third Party: Yes 21144.12 4"X4"Xl/4"TUBE MULLION 4"X4"Xl/4"TUBE MULLION HORIZONTAL IMPACT HORIZONTAL IMPACT Limits of Use Installation Instructions Approved for use In HVHZ:No FL21144 Rl II 08-02931.Ddf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN FL21144 Rl AE 513761.odf PRESSURE RATINGS. Created by Independent Third Party: Yes 21144.13 4"X4"Xl/8"TUBE MULLION 4"X4"Xl/8"TUBE MULLION HORIZONTAL IMPACT HORIZONTAL IMPACT Limits of Use Installation Instructions Approved for use in HVHZ:No FL21144 R1 II 08-02932.Ddf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN FL21144 RI AE 513762.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 21144.14 4"X6"Xl/4"ALUMINUM TUBE 4"W'X1/4"ALUMINUM TUBE MULLION HORIZONTAL IMPACT MULLION HORIZONTAL IMPACT Limits of Use Installation Instructions Approved for use in HVHZ:No FL21144 Rl II 08-02933.odf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party: Yes hops://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqu2dzEOwOntgwiOZ81M6aOfQN05v%2rjucfPMHlvYafYV%21xg%3d%3d 3/4 4/10=17 Florida Building Code Online Design Pressure:N/A Evalua114tion Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN FL24 Rl AE 513763.odf PRESSURE RATINGS. Created by Independent Third Party: Yes 21144.15 4"X6"Xl/8"TUBE MULLION 4"X6"Xl/8"TUBE MULLION HORIZONTAL IMPACT HORIZONTAL IMPACT Limits of Use Installation Instructions Approved for use in HVHZ:No FL21144 Rl II 08-02934.Ddf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL21144 RS AE 513764.odf PRESSURE RATINGS. Created by Independent Third Party: Yes 21144.16 4"X8"Xl/8"TUBE MULLION 4"W'Xl/8"TUBE MULLION HORIZONTAL IMPACT HORIZONTAL IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL21144 R1 II 08-02936.Ddf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN FL21144 R1 AE 513766.odf PRESSURE RATINGS. Created by Independent Third Party: Yes 21144.17 4"X8X1/4"TUBE MULLION 4"X8X1/4"TUBE MULLION HORIZONTAL IMPACT HORIZONTAL IMPACT Limits of Use Installation Instructions Approved for use in HVHZ:No FL21144 Rl II 08-02935.Ddf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN FL21144 R1 AE 513765.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 21144.18 6"X6"Xl/4"TUBE MULLION 6"X6"X1/4"TUBE MULLION HORIZONTAL IMPACT HORIZONTAL IMPACT Limits of Use Installation Instructions Approved for use in HVHZ:No FL21144 R1 II 08-02937.Ddf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FL21144 R1 AE 513767.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 21144.19 6"X6"Xl/8"TUBE MULLION 6"X6"Xl/8"TUBE MULLION HORIZONTAL IMPACT HORIZONTAL IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL21144 Rl II 08-02938.odf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN FL21144 RI AE 513768.Ddf PRESSURE RATINGS. 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 WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click_here_. Product Approval Accepts: ® e0ha Cxedt G�rs��. Sale https://www.floridabuilding.orgipr/W app dN.aspx?param=wGEVXQwtDqu2dzEOwOntgwi0Z8lM6aOfQN05v%2rjucfPMH]vYafYV%2bgp/o3dg/o3d 414 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER NEW TESTING 02/02/17 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH ANCHORING NOTES: REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 1. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD SCREW WITH 2. WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO SUFFICIENT LENGTH TO ACHIEVE A 1 5/16" MINIMUM EMBEDMENT. LOCATE ANCHORS AS STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SHOWN IN INSTALLATION DETAILS. 3. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT 2. FOR ANCHORING INTO CONCRETE USE 1/4" ELCO CRETE—FLEX TAPCON WITH SUFFICIENT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR LENGTH TO ACHIEVE A 1 3/4" MINIMUM EMBEDMENT WITH 2 1/2" MINIMUM EDGE CALCULATIONS. DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND 3. FOR ANCHORING INTO METAL STRUCTURE USE #12 SMS GRADE 5 OR SELF DRILLING BORNE DEBRIS REGIONS. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE 5. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 4. FOR ATTACHING WINDOW UNITS TO MULLION USE #10 GRADE 5 SELF DRILLING SCREWS 6. SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST WINDOWS MUST BE MANUFACTURED BY WinDoor INC. THE MULLION WALL. LOCATE SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE 7. DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN AS SHOWN IN WINDOW SEPARATE APPROVAL. PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 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. VERTICAL AND HORIZONTAL MULLION INSTALLATION IS SHOWN. 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 2,000 PSI. C. NORMAL WEIGHT MASONRY HOLLOW FILLED BLOCK PER AS ASTM C90 WITH F'm= 2,000 PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048"), Fy= 33KSI/ Fu= 52KSI OR ALUMINUM 6063—T5 Fu= 30KSI 1/8" THICK MINIMUM SIGNED:0210312017 7500 AMSTERDAM DRIVE. WinD oor ORRLA.NDO,,FL 32832 �:���s R• X(j � zlvcoRnoRnz sD C E`N rz ananin:n�a wlvw.winiloofinccam + t 1 1/4" X 4" THERMALLY BROKEN MULLION VERTICAL AND HORIZONTAL TABLE OF CONTENTS „` NOTES �� TAT, OF •W;, SHEET NO. DESCRIPTION DRAWN: TWO N0. REVj�'c`t'•��QR40� ti�ti NOTES N.G. 2 ' 3 VERTICAL MULLION CHARTS SCALE NTS DATE 05/10/16 08 SHDEETI2 OF 13 A *� {lzj �fla1 \ 4 — 8 HORIZONTAL MULLION CHARTS L.ROBERTOLOMASP.E. LU1S R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514 9 — 13 INSTALLATION DETAILS & COMPONENTS 434-688-0609 n om lomesOldomespe.c REVISIONS 121 1/2" MAX REV DESCRIPTION GATE APPROVED 121 1/2" MAX COMBINED WIDTH 'j COMBINED WIDTH A REVISED PER NEW TESTING 02/02/17 R.L. wt-{ w2-�{�wt--{ w1��w2 120" MAX UNIT HEIGHTlid (MULLION SPAN) !i wt/2 W2/z SEE CLIP INSTALLATION DETAIL TRIBUTARY WIDTH TYPICAL VERTICAL MULLION SINGLE UNITS SEE CHART#1 FOR RATINGS 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. AT THE INTERSECTION OF CHART#1 ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS Des1 n ressu►eradn THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. Mullion Tribute width in 4. TRIBUTARY WINDOW WIDTH (TW)= (WINDOW WIDTH (W1) + WINDOW WIDTH (W2)]/2. SEE an in 36.00 4200 148.00 54.00 60.00 FORMULA BELOW. 48.00 150.0 1150.0 150.0 150.0 150.0 54.00 150.0 150.0 150.0 150.0 150.0 TRIBUTARY WIDTH = W1 + W2 60.00 150.0 150.0 15" 150.0 160.0 2 66.00 150.0 150.0 150.0 150.0 150.0 72.00 150.0 150.0 150.0 150.0 150.0 78.00 150.0 150.0 142.8 13z0 124.4 SIGNED:0210312017 84.00 150.6 134.2 120.7 110.9 103.7 90.00 132.0 115.5 103.6 94.7 88.0 7500AMSTERDAMDRIVE 96.00 109.6 95.9 86.0 78.6 73.1 VV inDoor ORLL\ IT.DO, 32832 ;'�\`N S Vt. 102.00 90.8 79.2 70.9 64.6 59.8 IN(:ORPORATED r z+manlnn� mwm.windoorinc m -�:� �C . 108.00 76.0 66.3 59.1 53.7 49.5 EfyS ll9d?o�`� � V: 1f4.00 64.3 56.0 49.8 45.2 41.6 1 1/4" X 4" THERMALLY BROKEN MULLION 120.00 55.0 47.7 42.4 38.4 35.2 VERTICAL AND HORIZONTAL BNPACTR4TEDUPTOWBVDZONE4&HVHz SINGLE UNITS MULLED TO SINGLE UNITS DRAWN: DWG N0. REV scAE NTS DATE OS/10/16 08 SHEET02922 OF 13 A ffAlY1 ©`1\, L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514 434-666-0609 dlamas(Pft.aspe.c 121 1/2" MAX REVISIONS COMBINED WIDTH REV DESCRIPTION DATE APPROVED Wl�(�W2 �W1-�{ A REVISED PER NEW TESTING 02/02/17 R.L I I I �_ TRANSOM F - ------------- HEIGHT DESIGN PRESSURE TABLEINSTRUCTIONS: MULLION 1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. SPAN 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. WINDOW 3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF HEIGHT 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. 4. TRIBUTARY WINDOW WIDTH (TW)= [WINDOW WIDTH (W1) + WINDOW WIDTH (W2)]/2. SEE FORMULA BELOW. W1/2 W2/2 [TRIBUTARY WIDTH = W1 + W2 TRIBUTARY WIDTH 2 VERTICAL MULLION UNITS WITH INDIVIDUAL TRANSOMS SEE CHARTS#2,#3,#4 AND#5 FOR RATINGS CHART#2 CHART#3 CHART#4 Maximum design pressure chart(pso Maximum design pressure chart(pso Maximum design pressure chart(pso Units with 18'transom Units with 24"transom Units with 30'transom Height(in) Tributery width(in) Height(In) Tributary width(In) Height(in) Tributary width(in) Window Transom 24.00 30.00 3&00 4209 48.00 54.00 160.00 Window Transom 24.00 130.00 36.00 4200 48.00 54.00 60.00 Window Transom 24,00 30.00 36.00 4200 48.00 54.00 60.00 36.00 1&00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36.00 24.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36.00 30.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 4200 18.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 4200 24.00 120.0 120.0 120.0 120.0 120.0 12D.0 120.0 4200 30.00 120.0 120.0 120.0 120.0 120.0 111.6 102.1 48.00 18.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48.00 2&00 120.0 120.0 120.0 120.0 120.0 111.4 1027 40.00 30.00 120.0 120.0 120.0 114.1 1027 93.6 85.9 54.00 18.00 120.0 120.0 120.0 120.0 119.6 110.6 103.3 54.00 24.00 120.0 120.0 120.0 111.9 101.0 927 851 54A0 30A0 120.0 120.0 109.5 96.4 66.6 79.1 72.9 60.00 18.110 120.0 120.0 120.0 109.1 99.0 91.3 85.4 60.00 24.00 120.0 120.0 1 66.9 94.3 85.0 77.9 72.3 60.00 30.00 120.0 109.4 93.6 BZ4 73.9 67.4 62.3 .. 66.00 1&00 120.0 120.0 103.7 91.8 83.1 76.5 71.4 66.g0 24.00 120.0 106.6 91.3 80.5 725 66.3 61.5 66.00 30.00 115.4 94.7 80.9 71.1 63.8 58.1 53.6 7200 18.00 120.0 103.0 88.5 78.3 70.7 65A 60.5 7200 24.00 112.2 92.1 78.8 69.4 624 57.1 52.8 7200 30.00 100.9 82.6 70.5 61.9 55.5 50.5 46.6 - 78.00 1&00 1D8.3 89.1 Z 67.4 60.8 5&8 51.6 78.00 24.00 98.0 80.4 68.7 60.4 54.2 49.5 45.8 78.00 30.00 88.8 72.7 620 5 4 48.7 44.3 4D.8 84.00 1800 94.6 77.7 66.6 58.7 528 48.4 44.9 8d00 24.00 86.3 70.7 60.4 53.0 47.5 43.3 40.0 "00 30.00 78.8 64.4 54.9 4&1 43.0 39.1 36.0 MISSILE LEVEL D,WIND ZONE 4 AND HVHZ MISSILE LEVEL D,WIND ZONE 4 AND HVHZ MISSILE LEVEL D,WIND ZONE 4 AND HVHZ CHART#5 Maximum design pressure chart(PsiI SIGNED:0210312017 Units with 36'transom 7500 AMSTERDAM DR IVF. 1��1111[i?1tJ"7(l Helght(in) Tribute width in - WinDoor ORLL\DO,IZ32832 -t��Window Transom Transom 24.00 30.00 36.00 4200 48.00 54.00 60.00 INCORPORATED P'-W...4ei.eaao c`�CrEN .�y��' P¢MAAtlIL5119 WaN.windoorinccom \ .. yid 36.00 36.00 120.0 120.0 120.0 120.0 120.0 111.6 101.9 4200 36.00 120.0 120.0 120.0 1155 103.6 93.9 85.9 1 1/4" X 4" THERMALLY BROKEN MULLION �7k■ p r` 48.00 36.00 120.0 120.0 111.1 97.8 87.8 79.8 73.2 VERTICAL AND HORIZONTAL 54.00 36.00 120.0 111.4 95.3 83.8 75.1 68.4 62.9 SINGLE W/TRANSOM MULLED TO SINGLE W/TRANSOM ATE t7F 60.00 35.00 117.8 96.5 82.5 724 64.9 59.0 54.3 66.00 36.00 103.1 84.4 72.0 63.2 56.5 51.4 47.3 DRAWN: Dw0 No. 08-02912 RA •:�1�� 41.4 78.00 36.00 80.7 65.9 56.1 49.1 43.9 398 36.6 SCALE NTS DATE 05/10/16 SHEETS OF 13 t7llj� AC�y >>.. 84.00 36.00 I 72,0 I 58.8 I 50.0 1 43.7 1 38.9 135.3 324 L.ROBERTO LOMAS P.E. MISSILE LEVEL D,WIND ZONE 4 AND HVHZ 1432WOODFDRDRDLEWISVILLE,Nc27023 Luis R. Lomas P.E. 434-668-0609 rllomas@ltfomwpe.com FL No.: 62514 PAN MULLION WIDIH) CHART#8(46"TRANSOM) RenswNs �("���� ���`"����� REV DESCRIPTION DATE APPROVED Maximum design pinessure capad chart Haigh(in) I Mullion Span Unit width in A REVISED PER NEW TESTING 02/02/17 R.L. Bottom Transoml 30.0 36.0 420 48.0 54.0 1 60.0 66.0 72.0 TRANSOM HEIGHT ETR1110M48.0 48.0 175.0 175.0 175.0 175.0 175.0 175.0 175.0 171.9 HEIGHT TRANSOM 64.0 48.0 175.0 175.0 175.0 175.0 175.0 175.0 175.0 165.9 60.0 48.0 175.0 175.0 176.0 175.0 175.0 175.0 175.0 161.6 66.0 48.0 176.0 175.0 175.D 175.0 175.0 175.0 175.0 159.0 BOTTOM 72.0 48.0 175.0 175.0 175.0 175.0 175.0 175.0 175.0 158.2 UNIT BOT70M 78.0 48.0 175.0 175.0 175.0 175.0 175.0 175.0 175.0 158.2 HEIGHT UNIT 84.0 48.0 175.0 175.0 176.0 175.0 175.0 175.0 175.0 158.2 IMPACT RATING:LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE AND HVHZ HORIZONTAL MULLION SINGLE WITH TRANSOM CHART#9(54"TRANSOM) SEE CHARTS#6,#7,#8,#9 AND#10 FOR RATINGS Maximum desicin aressure capacity Chart CHART#6(36-TR4NSOM) Height(In) I Mullion Span Unit width)(in) Bottom Transomi 30.0 36.0 420 48.0 S4.0 1 60.0 1 66.0 72.0 Maximum design sure Ca chart 48.0 64.0 175.0 175.0 175.0 175.0 175.0 175.0 .175.0 165.9 Height(in) Mullion Span Unit width n 54.0 54.0 175.0 175.0 175.0 175.0 175.0 175.0 175.0 160.2 Bottom Transom 30.0 36.0 420 4Q0 54.0 80.0 66.0 720 60.0 54.0 175.0 175.0 175.0 175,0 175.0 175.0 175.0 156.2 48.0 36.0 175,0 175.6 175.E 175.0 175,0 175.0 175.0 175.0 66,0 54.0 175.0 175.0 175.0 175.0 175.0 175.0 175.0 153.8 54.0 36.0 175.0 175.0 175.0 175.0 175.0 175.0 175.0 175.0 72.0 54.0 175.0 175.0 175.0 175.0 175.0 175.0 175.0 153.0 60.0 36.0 175.0 175.0 175.0 175.0 175.0 176.0 175.0 175.0 78.0 54.0 175.0 175.0 175.0 175.0 175.0 175.0 175.0 153.0 66.0 36.0 175.0 175.0 175.0 175.0 175.0 175.D 175.0 174.E 84.0 54.0 175.0 175.0 175.0 175.0 175.0 175,0 1T5.0 153.0 720 36.0 175.0 175.0 T75 --o 175.0 175.0 175.6 175.0 173.6 IMPACT RATING:LARGE AND SMALL MISSILE IMPACT 7&0 36.0 175.0 175.0 175.0 175.0 175.0 175.0 175.0 173.6 MISSILE LEVEL D,WIND ZONE AND HVHZ 84.D 36.0 1 175.0 175.0 175,0 175.0 175.0 1MI 175O 173.6 IMPACT RATING:LARGE AND SMALL MISSILE IMPACT - MISSILE LEVEL D,WIND ZONE 4 AND HVHZ CHART#10(60-TRANSOM) Maximum desi n pressure capacity chart CHART#7(42-TRANSOM) Height(in) Mullion Span(Unit width)(in) Bottom Transom 30.0 36.0 42.0 48.0 54.0 60.0 66.0 1 72.0 Maximum design pressure capacity chart 0 48.0 60.0 175.0 175.0 175.0 17&0 1 55.0 175.0 175.0 1 161.6 Height(in) Mullion Span nit width in 54.0 60.0 175.0 175.0 175.0 175.0 175.0 175.0 175.0 156.2 Bottom ITransom 30.0 36.0 42.0 48,0 540 1 60.0 1 66.0 72.0 60.0 60.0 175.0 175.0 175.0 17&0 175.0 175.0 175.0 152.5 48A 42.0 175.0 175.0 175.0 175.0 175.0 175.0 175.0 175.0 66,0 60.0 175.0 175.0 175.0 175.0 175.0 175.0 1T5.0 150.2 S4,0 42.0 175.0 175.0 175.0 175.0 175.0 175.0 175.0 173.3 72.0 60.0 175.0 175.0 175. 0 175.0 175.0 175.0 175.0 149.4 60.0 42.0 175.00 17 175.0 175.0 175.0 175.0 175.0 175.0 168.7 78.0 60.0 175.0 175.0 175.0 175.0 175.0 175,0 1T5.0 149.4 66.D 42.0 175, 5.0 175.0 175.0 175.0 175.0 175.0 165.9 84,0 60.0 175.0 175.0 175.0 175.0 175.0 175.0 175.0 149.4 72D 42,0 175.0 175,0 175.0 175.0 175.0 175.0 175,0 165.0 IMPACT RATING:LARGE AND SMALL MISSILE IMPA CT 78.0 42.0 175.0 175.0 175.0 175.0 175.0 175.0 175.0 165.0 MISSILE LEVEL D,WIND ZONE 4 AND HVHZ O o 42,0 175.0 175,0 175.0 175.0 175.0 175.0 175.01 165.0 SIGNED:0210312017 IMPACT RA77NG:LARGEAND SMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 4 AND HVHZ 7500 AMSTBRDA:.M DRIVE 1111))IJ �� I YIY WinDoor ORLANDO,FL 32832 ( s �Jff DESIGN PRESSURE TABLE INSTRUCTIONS: INCORPORATED rman, Mi www.windoorin-m t N-..\l'iE11i�p x' �✓r:.: 1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2. DETERMINE MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. 1 1/4" X 4" THERMALLY BROKEN MULLION 3. TO DETERMINE MULLION RATING LOCATE MULLION SPAN COLUMN AND BOTTOM UNIT HEIGHT ROW. RATING VERTICAL AND HORIZONTAL S FOR MULLION IS LOCATED AT INTERSECTION OF COLUMN (MULLION SPAN) AND ROW (BOTTOM UNIT HORIZONTAL SINGLE W/TRANSOM HEIGHT). 4. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. DRAWN: DWG NO. REv rF�• ,�R,s 4 5 FOR REXAMPLEANSOM OIFBTRANSOMLTO BE IS INSTALLED IS 20 OT LISTED IN EH GHHTHEN USEARTS GO TCCHART NEXT FOR 24' TRANSOM,HIGHER TRANSOM CHART. CALE NTS DATE OS/10/16 G. OS s0"�T42 OF 13 A ��4j�IaNAyt► ©`�� 6. WINDOW/DOOR AND TRANSOMS TO BE ANCHORED ON ALL FOUR SIDES. L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-668-0609 d1 mas9Momaspe.mm MULLION SPAN REVISIONS REV DESCRIPTION DATE PPPROVED W1 W2 A I REVISED PER NEW TESTING 02/02/17 R.L. TRANSOM T SOM HEIGHT J_ CHART#12(42'TRANSOM) CHART#14(54'TRANSOM) BOTTOM BOTTOM BOTTOM Maximum desi n pressure Ca CI Chaff Maximum design pressure capacity Chaff UNIT UNIT UNIT Mulllon Span In Mulllon S an In HEIGHT Holght(In) 7200 KOO 96.00 f08A0 MOO 13200 14400 Height(in) 7200 84.00 96.00 108.00 12000 13200 144.00 Trlbutarywidth In Tributary width(in) Window Transom 3&00 4Za0j 48.00 54.00 60.00 6&00R20.3 Window Transom 36.00 4200 48.00 54.00 60.00 6&00 72.00 4&00 4200 165.0 119.4 88.2 60.9 43.9 32.6 48.00 54.00 153.0 109.2 80.1 55.0 39.4 29.2 22.3 W1/2 W2/2 54.00 4200 154.1 111.7 83.5 57.6 41.4 30.8 54.00 54.00 143.7 1027 76.2 523 37.5 27.8 21.2 60.00 4200 144.6 104.9 79.2 54.7 39.3 29.2 60.00 S<.00 135.4 96.9 726 49.9 35.8 26.5 20.2 TRIBUTARY WIDTH 66.00 42.00 136.2 98.8 75.1 521 37.5 27.8 66.00 54.00 128.0 91.8 69.2 47.7 34.2 25.3 19.3 HORIZONTAL MULLION 7200 42.00 128.7 93.5 71.0 49.8 35.8 26.8 7200 54.00 121.3 87.1 65.7 45.7 328 24.3 18.5 7&00 4200 122.0 88.7 67.4 47.6 34.3 25.5 78.00 54.00 115.4 829 62.6 43.9 31.5 23.4 17.8 TWIN UNITS WITH SINGLE TRANSOM KOO 4200 116.0 94.3 64.1 45.6 328 24.4 18.6 84.00 54.00 110.0 79.1 59.8 422 30.3 22.5 17.1 SEE CHARTS#11,#1 Z#13,#14 AND#15 FOR RATINGS IMPACT RATING:LARGEAND SMALL MISSILE IMPACT IMPACT RATING LARGEAND SMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 4 AND HVHZ MISSILE LEVEL D,WIND ZONE 4 AND HVHZ CHART#11(36'TRANSOM) CHART#13(48'TRANSOM) CHART#15(60'TRANSOM) Maximum design pressure capadfy chart Maximum design pressum capadfy chart Maximum design pressure capacity chart ps Mulllon S an in Mullion Span(in) Mullion Span(in) Height(in) 72.00 84.00 96.00 1 SYS f20.00 1320D 144.00 Height(In) 7200 84.00 9&00 108.00 120.00 132.00 144.00 Height(in) 7200 184.001 96.00 108.00 120,W 13200 144.00 Tribute wid8i in Tributary width(in) Tributa width n r Transom 3&00 421M 48.00 54.00 W.00 66.00 7200 Window Transom 36.00 4200 48.00 54.00 60.00 66.00 72.00 Window Transom 36.00 4200 48.00 54.00 60.00 66.00 72.00 36.00 173.E 126.3 93.6 64.8 46.7 34.7 26.6 48.00 48.00 158.2 113.8 83.8 57.7 41.5 30.8 23.5 48.W 60.00 149.4 105.6 77.1 SZ7 37.7 27.9 21.2 36.00 161.8 117.7 88.3 61.1 43 9 327 25.0 54.00 48.00 148.2 106.7 79.5 54.8 39.3 29.2 22.3 54.00 60.00 140.4 99.5 73.5 50.3 35.9 26.6 20.2 36.00 151.2 110.1 83.5 57.8 41.6 30.9 23.6 60.00 48.00 139.4 100.5 75.6 521 37.4 -27.7 21.2 60.00 60.00 132.5 94.1 70.2 48.D 34.3 55.4 .19.3 3&00 142.0 103.5 78.8 54.9 39.5 29.4 224 66.00 4&00 131.5 95.0 71.9 49.8 35.7 26.5 20.2 6&00 60.00 125.4 89.2 66.9 46.0 329 24.3 18.6 36.00 133.9 97.6 74.4 523 37.7 26.7 21.3 7200 48.66 124.5 90.0 68.2 47.6 34.2 25.4 19.3 ZZ00 60.00 119.0 84.8 53,7 44.2 31.6 23.4 17.1 36.00 126.7 92.4 70.4 49.9 3&0 26.7 20.4 78.00 4&00 118.3 85.5 64.8 45.6 32.8 24.3 18.5 7&00 60.00 113.3 80.8 60.7 424 30.4 22.5 17.1 36.00 120.2 87.7 56.8 47.7 34.4 25.8 19.5 84.1 48.00 112.6 81.5 61.8 43.8 31.5 23.4 17.8 84.00 '60.00 108.1 77.2 581 40.8 29.3 21.7 16.5 IMPACT RA71NG.,LARGEAND SMALL MISSILE IMPACT IMPACTRATING:LARGEAND SMALL MISSILEIMPACT IMPACT RATING LARGEAND SMALL MISSILEIMPACT MISSILE LEVEL D,WIND ZONE AND HVHZ MISSILE LEVEL D,WIND ZONE 4 AND HVHZ MISSILE LEVEL D,WIND ZONE 4 AND HVHZ DESIGN PRESSURE TABLE INSTRUCTIONS: SIGNED:0210312017 1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 7500AMSTERDAMARIVF. lit!/} 2. DETERMINE MULLION SPAN AND TRIBUTARY WIDTH OF PRODUCT TO BE INSTALLED BASED ON FORMULA WinDOor ORLA\DO,1Z32832 �1���``�R LQV`/- FOR TRIBUTARY WIDTH BELOW. ORLA O, aK\ '♦� µ I� t/. INCORPORATED 3. TO DETERMINE MULLION RATING LOCATE COLUMN FOR MULLION SPAN AND TRIBUTARY WIDTH THEN rzam.aniang wmw.wndoorinccom ``t'1�) E Y'9 LOCATE CORRESPONDING ROW FOR BOTTOM AND TRANSOM HEIGHTS. FIND THE INTERSECTION OF THIS � V COLUMN AND ROW. MULLION RATING IS LOCATED AT THIS INTERSECTION. 1 1/4" X 4" THERMALLY BROKEN MULLION �F 4. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. VERTICAL AND HORIZONTAL 5. IF TRANSOM TO BE INSTALLED IS NOT LISTED IN THESE CHARTS GO TO NEXT HIGHER TRANSOM CHART. HORIZONTAL TWIN UNIT W/TRANSOM �1! TAT OF FOR EXAMPLE IF TRANSOM TO BE INSTALLED IS 20" HIGH THEN USE CHART FOR 24" TRANSOM. �O .rw�^ 6. WINDOW/DOOR AND TRANSOMS TO BE ANCHORED ON ALL FOUR SIDES. DRAWN: DwD NO. REv .,���� �J1i4OQ 7. TRIBUTARY WINDOW WIDTH (TW)= [WINDOW WIDTH (W1) + WINDOW WIDTH (W2)1/2. SEE FORMULA BELOW. N.G. 08-02912 SCALE NTS JATE 05/10/16 SH-5 OF 13 ��1„lItl-L1f.��t TRIBUTARY WIDTH = W1 2 W2 L.ROBERTO LOMAS RE Luis R. Lomas P.E. 1432 WOODFORD BID LEWISVILLE,NC27023 FL No.: 62514 434-666-0609 r11omas@1rlomwpe.com MULLION SPAN REVISIONS REV DESCRIPTION DATE APPROVED Wl W2 W3 T- A REVISED PER NEW TESTING 02/02/17 R.L. TRANSOM HEIGHT TRANSO J B070M CHART#17(42-TRANSOM) CHART#19(54"TRANSOM) UNIT BOTTOM BOTTOM BOTTOM HEIGHT UNIT UNIT UNIT Maximum design pressure capad chart pa Maximum des►n pressure capacitychart ps Height(in) Mullbn Span(in) Height(in) Mullion Span(in) T200 84 00 96.00 108.00 120.00 7200 84 00 9&00 1108.00 120.00 Bottom Tributary width(in) Bottom Tributary width(in) unit Transom 24.00 28.00 3200 36.00 40.00 unit Transom �00 2&G0 1 3200 13&00 40.00 W1/2 Imo---I-- W2/2 ---�-W3/2 4&00 4200 170.3 122.61 88.0 1 61.1 44.2 4&00 54.00 157.6 111.91 79.9 1 55.2 39.7 54.00 4200 159.9 115.3 82.7 57.5 41.6 54.00 54.00 148.7 105.8 75.5 52.2 37.6 TRIBUTARY WIDTH _W1 + W2 + W3 60.00 4200 150.8 108.8 78.0 54.2 39.2 60.00 54.00 140.8 100.3 71.6 49.5 35.7 3 66.00 4200 142.6 103.0 73.8 51.3 37.1 66.00 54.00 133.6 95.3 68.0 47.1 33.9 7200 4200 135.3 97.8 70.0 48.7 35.3 72.00 54.00 127.2 90.9 64.8 44.9 32.4 HORIZONTAL MULLION 7&00 4200 128.7 93.1 66.6 46.4 33.6 78.00 54.00 121.3 86.8 61.9 42.9 30.9 TRIPLE UNITS WITH SINGLE TRANSOMS � 4200 122.7 88.8 63.5 44.2 320 84.00 5I.00 116.0 83.1 59.2 41.0 29.6 SEE CHARTS#16,#17,#18,#19 AND#20 FOR RATINGS IMPACT RATING:LARGE AND SMALL MISSILE IMPACT IMPACT RATING:LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE AND HVHZ MISSILE LEVEL D,WIND ZONE 4 AND HVHZ CHART#16(36"TRANSOM) CHART#18(48'TRANSOM) CHART#20(60"TRANSOM) Maximum desl npressure capacity chart Maximum desl npressure capacity chart Maximum C&D npressure capacity chart Height(in) Mon San In Io n In Mullion S anIn 4 9 Height(in)&0 109.00 120.00 Height(in) .009. i . 7200 6.00 1108.00120.00 Bottom Tribute width in Bottom Tribute width in Bottom Tributary width in unit Transom 24.00 28.00 32.00 36.00 40.00 unit Transom 24 00 2&00 3200 35.00 40.00 unit Transom 24.00 1 2&00 3200 136.00 1 40.0D 48.00 36.00 175.0 129.8 93.3 65.0 47.0 4&00 4&00 163.1 1 116.7 83.6 57.9 41.8 48.00 60.00 153.8 108.1 77.0 52.9 38.0 54.00 36.00 168.0 121.7 87.4 60.9 44.1 $4.00 48.00 153.6 1 110.0 78.8 54.6 39.4 54.00 60.00 145.3 102.4 72.9 50.1 36.0 60.00 36.00 158.0 114.5 821 57.2 41.5 60.00 48.00 145.1 104.1 74.5 51.7 37.3 60.00 60.00 137.7 97.2 69.2 47.7 34.2 66.00 36.00 149.0 108.1 77.5 54.0 39.2 66.00 48.00 137.5 1 98.8 70.6 49.0 35.4 66,00 60.00 130.9 92.6 65.8 45.4 32.6 7200 36.00 141.1 102.4 73.3 51.1 37.1 7200 4&00 130.7 1 94.0 67.2 46.6jjd 7200 60.00 124.7 88.4 62.8 •43.3 31.2 78.00 36.00 133.9 117.2 69.6 48.6 35 2 78.00 48.00 124.5 89.7 64.0 44.5 78.00 60.00 119.0 84.5 60.1 41.5 299 84.00 36.00 127,4 92,6 68.2 46,2 33,5 84.W 4800 118.9 857 612 42.5 8/.00 60.00 113,9 81,0 57,5 39,8 28.6 IMPACT RATING:LARGEAND SMALL MISSILEIMPACT IMPACT RATING:LARGEAND SMALL MISSILE IMPACT IMPACT RATING:LARGEAND SMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 4 AND HVHZ MISSILE LEVEL D,WIND ZONE 4 AND HVHZ MISSILE LEVEL D,WIND ZONE4 AND HVHZ SIGNED:0210312017 DESIGN PRESSURE TABLE INSTRUCTIONS: 7500AMSTERDA:�IDRIVE ��tit)Ol)ttjjj 1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. WinDoor ORLANDO,FL 32832 2. DETERMINE MULLION SPAN AND TRIBUTARY WIDTH OF PRODUCT TO BE INSTALLED BASED ON FORMULA CORPORATED re..,w.aisaoo �A�1 q! /`i. FOR TRIBUTARY WIDTH BELOW. r.<unamnsns avaTv.wndo0rinccom ry 4�(I'EN�aif�y 3. TO DETERMINE MULLION RATING LOCATE COLUMN FOR MULLION SPAN AND TRIBUTARY WIDTH THEN 1 1/4" X 4" THERMALLY BROKEN MULLION ` C• T0AT LOCATE CORRESPONDING ROW FOR BOTTOM AND TRANSOM HEIGHTS. FIND THE INTERSECTION OF THIS ' // '^ HORIZONTAL TRIPLE UNIT W/TRANSOM �6p VERTICAL AND HORIZONTAL IA COLUMN AND ROW. MULLION RATING IS LOCATED AT THIS INTERSECTION. ri 4. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. i s F a 41,. 5. IF TRANSOM TO BE INSTALLED IS NOT LISTED IN THESE CHARTS GO TO NEXT HIGHER TRANSOM CHART. DRAWN: DRAWN: OWC NO. REV 6. WINDOW/DOOR FOR EXAMPLE IF TRANSOM AND TRANSOMS BE INSTALLED IBETANC ORED ON ALL FOUR SIDESCHART FOR.24" TRANSOM. OS 0 12 AJ/f Alo 1 SCALE NTS DATE OS '\ 7. TRIBUTARY WINDOW WIDTH (TW)= [WINDOW WIDTH (W1) + WINDOW WIDTH (W2) + WINDOW WIDTH /10/16 S 6 OF 13 (W3)]/3. SEE FORMULA BELOW. L.ROBERTO LOMAS Pg. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO27023 FL No.: 62514 434-688-0609 olomas®lrlomaspe.Dam REVISIONS MULLION SPAN REV DESCRIPTION DA E APPROVED W7--��--- W2� A I REVISED PER NEW TESTING G2/02/17 R.L. TRANSt OM TRANSOM TRANSOM CHART#22(42'TRANSOM) CHART#24(54'TRANSOM) HEIGHT Desi n pressure chart(pso Design pressure chart ps Height(in) Total Unit and Tributary width(in) Total Unit and Tributary width(in) 720 84.0 1 96.0 108.0 Height(In)120.0 1320 144.0 12.0 84.0 96.0 108.0 120.0 1320 144.D Window Transom 36.0 42.0 48.0 1 54.0 60.0 66.0 720 Window Transom 36.0 420 48.0 54.0 60.0 66.0 720 BOTTOM BOTTOM BOTTOM 3&0 420 150.0 1324 97.7 67.7 48.0 36.4 27.8 36.0 54.0 150.0 114.8 86.7 60.0 43.1 321 24.5 UNIT UNIT UNIT 420 42.0 150.0 123.0 91.6 63.4 45.6 34.0 26.0 42O 54.0 146.5 107.6 81.8 56.5 40.6 30.2 23.0 HEIGHT 48.0 42.0 150.0 114.8 86.4 59.7 43.0 31.9 24.4 48.0 54.0 137.8 101.3 77.5 53.6 38.5 28.6 21.8 54.0 420 146.5 107.6 81.8 56.5 40.6 30.2 23.0 54.0 54.0 130.2 95.6 73.2 51.0 36.6 27.2 20.7 60.0 420 137.8 101.3 77.5 53.7 3&6 28.7 21.9 60.0 54.0 123.3 90.6 69.4 48.7 35.0 25.9 19.7 W1/2 W2/2 66.0 420 130.2 95.6 73.2 51.2 36.8 27.3 20.8 66.0 54.0 117.2 86.1 65.9 46.6 33.5 24.8 18.9 TRIBUTARY WIDTH 720 42.0 123.3 90.6 69.4 48.9 35.2 26.1 19.9 720 54.0 111.6 82.0 62.8 44.7 321 23.8 18.1 78.0 420 117.2 66.1 65.9 46.8 33.7 25.0 19.1 7&0 54.0 106.5 78.3 59.9 43.0 30.9 229 17.5 HORIZONTAL MULLION 8A0 420 111.6 82.0 62.8 44.9 32.3 24.0 18.3 84 0 54.0 1U1.9I 74.9 1 57.3 1 41.3 1 29.7 1 221 16.8 TWIN UNITS WITH TWIN TRANSOMS IMPACT RA77NG:LARGEAND SMALL MISSILE IMPACT IMPACT RATING:LARGEAND SMALL MISSILE IMPACT SEE CHARTS#21,#22,#23,#24 AND#25 FOR RATINGS MISSILE LEVEL D,WIND ZONE 4 AND HVHZ MISSILE LEVEL A WIND ZONE4 AND HVHZ CHART#21(36'TRANSOM) CHART#23(48'TRANSOM) CHART#25(60'TRANSOM) Design pressure chart Design pressure chart Desi n pressure chart Height On) Total Unit and Tributary width(In) Total Unit and Tributary width(in) Total Unit and Tributary width(in) Height(in) 72.0 "0 96.0 108.0 120.0 1320 144.0 72.0 1 84.0 1 9&0 10&0 1120.0 Height(in)1320 144.0 _72-0-F8-4.07 96.0 108.0 120.01 132.0 144.0 Window Transom 36.0 420 48.0 54.0t43. 66.0 720 Window Transom 36.0 420 48.0 54.0 60.0 66.0 720 Window Transom 36.0 420 40.0 54.0 60.0 66.0 720 36.0 36.0 150.0 143.5 1G4.8 72.7 39.1 29.9 36.0 48.0 150.0 123.0 91.8 63.5 45.7 34.0 26.0 36.0 60.0 146.5 107.6 82.1 56.8 40.9 30.3 23.1 420 36.0 150.0 132.4 97.7 67.7 36.4 27.8 420 48.0 150.0 114.8 86.4 59.7 43.0 31.9 24.4 420 60.0 137.8 101.3 77.5 53.7 38.6 28.7 21.9 48.0 36.0 150.0 123.0 91.8 63.5 34.0 26.0 48.0 48.0 146.5 107.6 81.7 56.4 40.6 30.1 23.0 48.0 60.0 130.2 95.6 73.2 51.1 36.7 27.2 20.7 54.0 36.0 150.0 114.8 86.7 60.0 321 24.5 54.0 48.0 137.8 101.3 77.5 53.6 38.5 28.6 21.8 54.0 60.0 123.3 90.6 69.4 48.7 35.0 25.9 19.7 60.0 36.0 146.5 107.E 82.1 56.8 30.3 23.1 60.0 48.0 130.2 95.6 73.2 51.1 36.7 27.2 20.7 60.0 60.0 117.2 86.1 65.9 46.6 33.5 24.8 18.9 36.0 137.8 101.3 77.5 54.0 2&9 220 68.0 48.0 123.3 90.6 69.4 48.8 35.1 26.0 19.8 66.0 60.0 111.6 82.0 62.8 44.7 321 23.8 18.1 720 36.0 130.2 95.6 73.2 51.5 37.1 27.5 21.0 720 48.0 117.2 86.1 65.9 46.7 33.6 24.9 19.0 72.0 60.0 106.5 78.3 59.9 43.0 30.9 229 17.4 78.0 36.0 123.3 90.6 69.4 49.1 35.4 26.3 20.1 78.0 48.0 111.E 82.0 62.8 44.8 322 23.9 18.2 7&0 60.0 101.9 74.9 57.3 41.3 29.7 220 16.8 84.0 36.0 117.2 86.1 65.9 47.0 33.9 25.2 19.2 84.0 48.01 106.51 78.3 1 59.9 43.0 1 31.0 1 23.0 1 17.5 S4.0 1 60.0 97.6 1 71.7 1 54.9 1 39.8 1 28.6 1 21.2 1&2 IMPACTRA77NG:LARGEAND SMALL MISSILE IMPA CT IMPACTRA77NG:LARGEAND SMALL M/SS/LEIMPACT IMPACTRATING LARGEAND SMALL MISS/LEIMPACT MISSILE LEVEL D,WIND ZONE 4 AND HVHZ MISSILE LEVEL D,WIND ZONE 4 AND HVHZ MISSILE LEVEL D,WIND ZONE 4 AND HVHZ DESIGN PRESSURE TABLE INSTRUCTIONS: SIGNED:02/03/2017 1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2. DETERMINE MULLION SPAN AND TRIBUTARY WIDTH OF PRODUCT TO BE INSTALLED BASED ON FORMULA 7500 AMSTERDAM DRIVF FOR U I Y MU RA WIDTH BELOW. RATING LOCATE COLUMN FOR MULLION SPAN AND TRIBUTARY WIDTH THEN W1I1DOOr OxT.n.\DO,resz6sz TN( -��NN�S�iW 'Lrp 3. TO DETERMINE MULLION :ORPORATFD LOCATE CORRESPONDING ROW FOR BOTTOM AND TRANSOM HEIGHTS. FIND THE INTERSECTION OF THIS r--AIMI m .windoorincwm V �CENS r,-jp COLUMN AND ROW. MULLION RATING IS LOCATED AT THIS INTERSECTION. • V $ 4. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. 1 1/4" X 4" THERMALLY BROKEN MULLION 0 5. IF TRANSOM TO BE INSTALLED IS NOT LISTED IN THESE CHARTS GO TO NEXT HIGHER TRANSOM CHART. VERTICAL AND HORIZONTAL FOR EXAMPLE IF TRANSOM TO BE INSTALLED IS 20" HIGH THEN USE CHART FOR 24" TRANSOM. HORIZONTAL TWIN UNIT W/ TWIN TRANSOM i r •k+�; 6. WINDOW/DOOR AND TRANSOMS TO BE ANCHORED ON ALL FOUR SIDES. DRAWN: DWG NO. REV �'�i•'c�0 ►D4'© �`� 7. TRIBUTARY WINDOW WIDTH (TW)= [WINDOW WIDTH (W1) + WINDOW WIDTH (W2)]/2. SEE FORMULA BELOW. SCALN.C'E DATE DB SD2E912 A NTS 05/10/16 7 OF 13 TRIBUTARY WIDTH = W1 + W2 2 1432 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. WOODFORDRDLEWISVILLE,NC27023 4sacse-0609 Aomesp/nomaspe.com FL No.: 62514 MULLION SPAN REVISIONS DESIGN PRESSURE TABLE INSTRUCTIONS: REV DESCRIPTION DATE APPROVED W1 l r W2�{�W3 2. DETERMINE DEFNE QMIULLIONESIGN LOAD PER SPAN AND TRIBUTARYIDA WIDTHILDING CODE OF PRODUCTCTOPBER 16.INSTALLED BASED ON A REVISED PER NEW TESTING 02/02/17 R.L. I I FORMULA FOR TRIBUTARY WIDTH BELOW. 3. TO DETERMINE MULLION RATING LOCATE COLUMN FOR MULLION SPAN AND TRIBUTARY WIDTH THEN TRANSOM LOCATE CORRESPONDING ROW FOR BOTTOM AND TRANSOM HEIGHTS. FIND THE INTERSECTION OF HEIGHT TRANSOM TRANSOM TRANSOM THIS COLUMN AND ROW. MULLION RATING IS LOCATED AT THIS INTERSECTION. 1 4. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. 5. IF TRANSOM TO BE INSTALLED IS NOT LISTED IN THESE CHARTS GO TO NEXT HIGHER TRANSOM CHART. FOR EXAMPLE IF TRANSOM TO BE INSTALLED IS 20" HIGH THEN USE CHART FOR 24" BOTTOM BOTTOM BOTTOM TRANSOM. BOTTOM UNIT UNIT UNIT 6. WINDOW/DOOR AND TRANSOMS TO BE ANCHORED ON ALL FOUR SIDES. UNIT 7. TRIBUTARY WINDOW WIDTH (TW)= [WINDOW WIDTH (W1) + WINDOW WIDTH (182) + WINDOW WIDTH HEIGHT (W3)]/3. SEE FORMULA BELOW. W1/2-1 �� .i I--W3/2 W2/2 TRIBUTARY WIDTH =W1 + 32 + W3 CHART#27(24-TRANSOM) CHART#28(30-TRANSOM) CHART#29(36-TRANSOM) Desl n ressure Desl n pressure Desl n ssum Ha/ght(In) Total Unit and Tributary width pn) Height(in) Total Unit and Tribute width n Height pnJ Total Unit and Tributary width(InJ HORIZONTAL MULLION 720 90.0 108.0 126.0 144.0 1620 720 90.0 10&0 12&0 144.0 1620 720 90.0 108.0 126.0 144.0 162.0 TRIPLE UNIT WITH TRIPLE TRANSOM Window Transom 240 30.0 3&0 420 49.0 54.0 Window Transom 24.0 30.0 36.0 420 4&0 54.0 Window Transom 24.0 30.0 3&0 420 4&0 "0 SEE CHARTS#26,#27,#28 AND#29 FOR RATINGS 36.0 24.0 150.0 150.0 88.4 55.2 36.7 25.7 36.0 30.0 150.0 137.7 80.7 50.3 38,5 23.4 36.0 36.0 150.0 127.3 74.3 46.3 30.8 21.5 ,. 420 2tO 150.0 138.0 80.9 50.5 33.6 23.5 U-0 30,0 150,0 127.3 74.4 46,4 30.9 21.5 42.0 36.0 150.0 11&4 69.0 43.0 28.6 19.9 CHART#26(18-TRANSOM) 48.0 24.0 150.0 227.6 74:6 46.6 31.0 21.6 48.0 30.0 150.0 118.4 69.1 43.1 28.7 20.0 48.0 36.0 150.0 110.6 64.4 40.2 26.7 18.6 Desi SSUre 5to 24.0 150.0 118.6 69.3 43.3 28.8 20.1 54.0 30.0 150.0 110.6 64.4 40.2 26.8. 18.7 54.0 36,0 150.0 103.8 60.3 37.7 25.0 17.5 60.0 24.0 150.0 110.8 64.6 40.4 26.9 18.8 60.0 30.0 150.0 103.8 60.4 37.7 25.1 17.5 60.0 36.0 150.0 97.8 56.8 35.4 23.6 16.4 TateI Unit and Tributary width in Height(in) 66.0 24.0 1150.0 104.0 1 60.5 37.9 25.2 17.6 66.0 30.0 150.0 97.8 56.8 35.5 23.8 16.5 66.0 36.0 146.5 924 53.6 �28.7 22.3 15.5 720 900 10&0 12&0 144.0 1620 72,0 210 166.0 98.0 56.9 35.6 23.7 16.6 720 30.0 14&5 92.4 53.6 33.5 223 15.6 72.0 36.0 138.8 8T6 50.8 21.1 Window Transom 24.0 30.0 36.0 420 46.0 54.0 7&0 24.0 146.5 926 53.7 33.6 22.4 15.7 78.0 30.0 138.8 87.6 50.8 31.8 21.2 78.0 36,0 131.8 83.3 48.2 20.1 4ZO 1&0 150.0 150.0 88.0 61.5 40.7 28.5 84.0. 2 O 138.8 87.8 50.9 31.9 21.2 94.0 30.0 131.8 83.3 48.2 30.2 20.1 94.0 36.0 125.5 79.4 45.9 19.1 49.0 1&0 150.0 138.9 88.4 55.8 33.9 2 6 IMPACTRATING.,LARGEAND SMALL MISSILE IMPA CT IMPACT RA7ING.LARGEAND SMALL MISSILE IMPAC T IMPACT RA7ING:LARGEAND SMALL MISSILE IMPA CT 48.0 1&0 150.0 138.9 81.4 50.8 33:8 23.6 MISSILE LEVEL D,WIND ZONE 4 ANO HVHZ MISSILE LEVEL D,WIND ZONE AND HVHZ 54.0 1&0 150.0 128.3 75.0 46.9 31.2 21.8 MISSILE LEVEL D,WIND ZONE AND HVHZ 60.0 18.0 150.0 119.2 69.6 43.6 29.0 20.2 6&0 18.0 150.0 111A 64.9 40.6 27.0 18,9 IN 18.0 1150.0 104.5 60.8 38.1) 25.3 17.7 78.0 110 1 150.0 98.4 57.1 35.8 23.9 16.7 84.0 18.0 146.7 93.0 53.9 33.8 2Z5 15.7 SIGNED:02/03/2017 IMPACTRATIN&LARGEAND SMALL MISSILE IMPACT MISSILE LEVEL D.WIND ZONE 4 AND HVHZ 11 i!I 7500AM5TERT)AMDRIVF. INCORPORATED I-w-400r ORLA6D OI132832 rzunanuitins samw.svindoarincco `:V'.�CE.i� : 1 1/4" X 4" THERMALLY BROKEN MULLION ._ VERTICAL AND HORIZONTAL ... HORIZONTAL TRIPLE UNIT W/ TRIPLE TRANSOM TAT aF DRAWN: DWG NO. REV N.G. 08-02912 A SCALE NTS 0i1TE 05/10/16 1 SHEETS OF 13 I�Tt41(w2���� L.ROBERTO LOMAS P.E. LUIS R. Lamas P.E. 1432 WOODFORD RD LEWISVILLE,AID 27023 FL No.: 62514 434-688-0609 r6omasplrlomaspecom l REVISIONS REV DESCRIPTION GATE APPROVED A REVISED PER NEW TESTING 02/02/17 R.L. 3 CLIP 3 CLIP P-0MULLION Fl--OMULLION 1 MULLION 1 ULLION 3 CLIP 3 CLIP #12 METAL #12 SMS OR WOOD SCREW STRUCTURE SELF DRILLING WOOD FRAMING BY OTHERS SCREW OR 2X BUCK BY OTHERS 1 5/16" MIN EMBEDMENT 9/16" MIN 9/16° MIN 7/8" MIN 7/8" MIN EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE VERTICAL MULLION INSTALLATION DETAIL VERTICAL MULLION INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION SILL SHOWN HEAD SIMILAR SILL SHOWN HEAD SIMILAR HORIZONTAL MULLION SIMILAR HORIZONTAL MULLION SIMILAR SIGNED:0210312017 WiriDoor 7500AM5IERDAXDRIVE troll ORT.A\TDO,1T.33832 ,� INCORPORATED Pbo q 44:8&00 ti��a ♦ Af ! Pic MAA81ASIL5 www.aindoorincwm y`.N v\CENS ��S 1 1/4" X 4" THERMALLY BROKEN MULLION k a6 ., VERTICAL AND HORIZONTAL VERTICAL INSTALLATION DETAILS rho tw1:' DRAWN: DWG NO. REV SCALE 0802 A NTS DATE 05/10/16 SHEET912 OF 13 L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514 43"88-0609 N10mas®Mamespe.c= REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER NEW TESTING 02J02/17 R.L. 3 CLIP FOR MASONRY/ CONCRETE NSTALLATION O p ® Q INSTALL ANCHORS AT THESE TWO LOCATIONS ONLY 1 MULLION (HORIZONTAL) 1 MULLION (HORIZONTAL) 0 _ ULLION 1 ULLION #12 SELF DRILLING 3 LIP SCREW C L I 3 CLI 3 MULLION (VERTICAL 1 MULLION (VERTICAL 1 L- - #1/4" ELCO CONCRETE CRETE-FLEX STRUCTURE TAPCON BY OTHERS _ i VERTICAL TO HORIZONTAL MULLION CONNECTION DETAIL 4 a 1 3/4„ HORIZONTAL TO VERTICAL MULLION SIMILAR 4 <. MIN n EMBEDMENT 2 1/2° MIN EDGE E EDGE DISTANCE VERTICAL MULLION ISNTALLATION DETAIL CONCRET&MASONRY INSTALLATION SILL SHOWN HEAD SIMILAR HORIZONTAL MULLION SIMILAR SIGNED:02/03/2017 T� 7500AMWFRT)A.%lDRIVE. I1111JJJ ' WinDoOx ORLL\DO,FL32832 5,•it rpJ��ir IN(:ORPORATEn n ��u.el.swo r.�xn.anln»S mmvwindoorincmm .-�/�.`,�... S`�_•{ji.-�. 1 1/4 X 4" THERMALLY BROKEN MULLION VERTICAL AND HORIZONTAL HORIZONTAL INSTALLATION DETAILS "zr..'A 0 DRAWN: DWG NO, SCALE GATE 08 02912 A 701 t\ NTS 05/10/16 10 OF 13 L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEMSVILLE,NC 27023 FL No.: 62514 434-668-0609 r8omss@ldomespe.com REVISIONS REV DESCRIPNON DATE APPROVED A REVISED PER NEW TESTING 02/02/17 R.L. MULLION MULLION � 3 CLIP ® 3 LIP MULLION HORI NTAL 1 1 MULLION 1 MULLION 3 CLIP 3 LIP #12 SELF �ION12 WOOD SCREW H12 SMS OR DRILLINGSELF DRILLING SCREW EW# WOOD FRAMING SCREW HORIZONTAL L --J OR 2X BUCK METAL 1 1 5/16" MIN BY OTHERS STRUCTURE EMBEDMENT BY OTHERS U CLIP ,7/6" MIN VERTICAL TO HORIZONTAL MULLION CONNECTION DETAIL 9/16" MIN EDGE DISTANCE W/UCLIP EDGE DISTANCE HORIZONTAL TO VERTICAL MULLION SIMILAR -. VERTICAL MULLION INSTALLATION VERTICAL MULLION INSTALLATION WITH U CLIP DETAIL WITH U CLIP DETAIL METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION SILL SHOWN HEAD SIMILAR . SILL SHOWN HEAD SIMILAR HORIZONTAL MULLION SIMILAR HORIZONTAL MULLION SIMILAR SIGNED:0210312017 7-00AMSTERDANIDRlVb WinD o or �><�111{1111 ORT.ANTD )�7O,Ff.32832 �� L g "), lNCORPORA'TED �~��� ¢ � r5gl,�_nfi^.. Fu.�fY:A81.05f15 yp5p50.N111(IOOMCCOm \y V)�!, NS�L t�i": f 1 1/4" X 4" THERMALLY BROKEN MULLION VERTICAL AND HORIZONTAL0'fA � �' VERICAL INSTALLATION DETAILS 1Ja TA.7 OF to DRAWN: DWG NO, REV 08-02E91 2 Q SCALE NTS GATE 05/10/16 11 OF 13 L ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,,NC 27023 FL No.: 62514 434-668-0609 WOMSS o]XOa PDXOM REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER NEW TESTING 02/02/17 R.L. INTERIOR #to x 1" PH SELF DRILLING SCREW 317 LOCATE ANCHORS PER _11 I 1 h WINDOW/DOOR ANCHOR SCHEDULE ji i� —tad JD WINDOW FRAME #10 X 1" PH REFERENCE ONLY SELF DRILLING SCREW n��Jslll� ? iT LOCATE ANCHORS PER WINDOW/DOOR ANCHOR 4 H„ 1L Ily �� O SCHEDULE � �_____� _� L_��L___r 1 I EXTERIOR L y Car '?'ll TRANSOM SILL FRAME REFERENCE ONLY fir= WINDOW TO MULLION FLUSH INSTALLATION DETAIL »nntm b , WINDOW FRAME SHOWN FOR DETAIL PURPOSES ONLY,MULLION IS I LJ23LJ I iR N Le NOTLLMITED TO THIS PRODUCT - - ^ EXTERIOR a INTERIOR #10 x 1" PH l SELF DRILLING SCREW _ _ LOCATE ANCHORS PER WINDOW/DOOR ANCHOR �� i INTERIOR oJ1 11 ii T _�� SCHEDULE �I II u JL_ Jar===1-110 L it lad -AL WINDOW FRAME r 70`C4 #10 X 2 7/8" PH I nn� REFERENCE ONLY �� I qe I � i SELF DRILLING SCREW LOCATE ANCHORS PER WINDOW/DOOR ANCHOR u u Z�5L II SCHEDULE JLJ EXTERIOR i i DOOR/WINDOW HEAD FRAME REFERENCE ONLY WINDOW TO MULLION FLANGE INSTALLATION DETAIL WINDOW FRAME SHOWN FOR DETAIL PURPOSES ONLY,MULLION IS HORIZONTAL MULLION NOT LIMITED TO THIS PRODUCT CONNECTION DETAIL SIGNED:0210312017 7500 AMSTERDAM DRIVF. ���t�',11III)I� 1 oOr ORLA,\'DO,IL.32832 ��X INCORPORATED Yhwc a h8a.8100 SS• �J lfi r ran.AxlMS moaV.windoocincwm `� VIG EAIS�>r'9�,y;.: 1 1/4" -X 4" THERMALLY BROKEN MULLION 0 �t VERTICAL AND HORIZONTAL WINDOW/MULLION DETAILS $$Tpf pF " a ., DRAWN: DWG NO. REV N.G. 08-02912 A SCALE NTS DATE 05/10/18 1 SHEET 12 OF 13 L.RORERTO LOMAS P.E. P.E. Lomas LUIS R. 1432 WOODFORD RD LEWISVILLE,NC27023 FL 434-688-0609 Nlam @Idamespe.com } BILL OF MATERIALS REVISIONS I T PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 114"X4"THERMALLY BROKEN MULLION ASSEMBLY KEYMARK ALUMINUM 6063-T6 R� DESCRIPTION CLIP KEYMARK ALUMINUM 6063-T6 AREVSED PER NEW TESTING 02/02/17 R.L. U CLIP KEYMARK ALUMINUM 6063-T6 TECATHERM 66F-INSULBAR ENSINGER INC RIGID PVC 8° 3/8" 1 7/8" 3/8" f4„ I 1 O O 15/16" 15/16" L I 1 11/16" 3/8" 1/8" 1/2" O I O 3 5/8° 11/16" HOLES ARE CSK FOR #12 SCREW 1" 1 1/4" 2 1/2" O1 MULLIONASSEMBLY 13902A06 ALUMINUM INERTIA: THICK MOMENT OF INERTIA:4.99981N^4 SECTION MODULUS:2.29581NA3 EFFECTIVE MOMENT OF INERTIA:5.3122 IN"4 CLIP EFFECTIVE SECTION MODULUS:2.f0901NA3 O ALUMINUM 6063-T6.125,THICK (EFFECTIVE VALUES BASED ON TESTING) SIGNED 0210312017 7i00 AMSTERDAM DRIVE 1nDoor ORLANDO,IZ 32632 IIV(:OItI'ORA'I'ED rw­x0.>e'•e-wo r.nun Pei nsee �.avindoorineeom =`y 4,(i E'N�fif9�yt �-- -{ 9/16" 2 1/2" 1 1/4" X 4" THERMALLY BROKEN MULLION *. pig ;_ VERTICAL AND HORIZONTAL ( C —1/4„ COMPONENTS DRAWN: oWO NO. REV !� �[()Rtp •�, \ O 14.6MM THERMAL STRUT O UCLIP N.G.NTS 08-029 A 5 NYLON POLYAMIDE.070"THICK ALUMINUM6063-T6.125"THICK sca�E DATE OS/10/16 SHEET 13 OF 13 L.ROBERTO LOMAS P.E. L415 R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514 434-688-0609 Blames®lrfomsspe.com