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HomeMy WebLinkAboutProduct Approval FL15353-R3 Florida Building Code Online Page 1 of 3 . xr at i` Nrtat menut rI ! Business & Professional Regulation :i ('+meant regrrDOR PerlittP401141 Via- rBCIS Home : Log In i User Regislration Hot Topics i Submit Surcharge Stats&Facts Publications i PBC Staff l SCIS Site Map I Links l Search id ' Fbrida e....e..„'a Product Approval >9 USER:Public User - if q � + Product Approval Menu>Product or Application Search>Application List>Application Detail riA.‘,„ FL# FL15353-R3 Pr(fp'�--r-> Application Type Revision l Code.Version. 2017 Application Status Approved Comments Archived 0 Product Manufacturer MI Windows and Doors I Address/Phone/Email 650 West Market Street am Gratz,PA 17030 (�, (717)365-3300 Ext 2560 �}, + bsitlinger@miwd.com Authorized Signature Brent Sitlinger RECFlVFO 1 bsitlinger@miwd.com NOV2A Technical Representative Per?iittin 4tila LL r- Address/Phorie/Email St LLic �y��� 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 R Lomas,PE. the Evaluation Report Florida License PE-62514 Quality.Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M.Urich,PE R Validation Checklist-Hardcopy Received Certificate of Independence FL15353 R3 COI FLCOI.pdf Referenced Standard and Year(of Standard) .standard ear. AAMA 450 2010 Equivalence of Product Standards Certified By. Sections from the Code Product Approval Method -Method 1 Option D http://floridabuilding.org/pr/pr_app dtl.aspx?pararn=wGEVXQwtDgtH8572gvdWISXrzuh... 2/19/2018 Florida Building Code Online Page 2 of3 Date Submitted 10/16/2017 Date Validated 10/23/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 15353.1 5764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R3 II Q8-01448B.odf Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size:52-1/8"x 84°.Max mullion FL15353 R3 AE 5120728.odf span: 104-1/4". Created by Independent Third Party:Yes 15353.2 15764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R3 II 08-01439B.pdf Approved for use outside HVHZ:Yes Verified By:Luis R.Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size:52-1/8"x 84".Max mullion FL15353 R3 AE 5120638.odf span:83" Created by Independent Third Party:Yes 15353.3 5765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R3 II 08-014498.odf Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size:52-1/8"x 84".Max mullion FL15353 R3 AE 512073B.odf span: 156-3/8" - Created by Independent Third Party:Yes 15353.4 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R3 II 08-01440B.pdf Approved-for-use-outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size:52-1/8"x 84".Max mullion FL15353 R3 AE 5120648.ndf span:83". Created by Independent Third Party:Yes 15353.5 CM-18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R3 II 08-014428.odf Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514 Impact Resistant:Yes • Created by Independent Third Party:Yes -Design-Pressure:-N/A Evaluation Reports Other:Max single window size:52-1/8"x 84".Max mullion FL15353 R3 AE 512066B.odf length 83". Created by Independent Third Party:Yes 15353.6 CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R3 II 08-01451B.pdf Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514 Impact Resistant:Yes - Created by Independent Third Party:Yes Design Pressure:N/A Evacuation Reports Other:Max single window size-52-1/8"x 84".Max mullion FL15353 R3 AE 512075B.ndf span-156-3/8" Created by Independent Third Paris:Yes 15353.7 CM-18523 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R3 II 08-01452B.pdf Approved for use outside HVHZ:Yes Verified By:•Luis R Lomas,PE PE-62514 Impact Resistant:Yes_ Created by.Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size 52-1/8"x 84".Max mullion FL15353 R3 AE 512076B.odf span-104-1/4'°. Created by Independent Third Party:Yes 15353.8 CM-18531 Vertical Aluminum Mullion I J Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R3 II 08-01443B.pdf Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514 http://floridabuildiug.org/pr/pr app_dtLaspx?param"vGEVXQwtD.gtH8572gvdWISXrzuh... 2/19/2018 Florida Building Code Online Page 3 of 3 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Mak single window size:52-1/8"x 84".Max mullion FL15353 R3 AE 512067B.odf span-83" Created by Independent Third Party:Yes 15353.9 CM-18532 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R3 II 08-01453B.pdf Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size-52-1/8"x 84".Max mullion FL15353 R3 AE 5120776.odf span-156-3/8" Created by Independent Third Party:Yes 15353.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R3 II 08-01444B.pdf Approved for use outsideHVHZ:Yes Verified By:Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size:52-1/8"x 84".Max mullion FL15353 R3 AE 512068B.pdf span:83"• Created by Independent Third Party:Yes 15353.11 CM-18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R3 II 08-01454B.Ddf Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size: 52-1/8"x 84".Max mullion FL15353 R3 AE 512078B.odf span: 156-3/8". Created by Independent Third Party:Yes MEI =Li Contact la::. , sl<r t:,-; , T.I. - -- 32 99 phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State or 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 mall 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 entails 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 con be made available to the public.To determine if you area licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: • Credit Card Safe secttrit t1T,Inl.(`s • • • http://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtH8572gvdWISXrzuh... 2/19/2018 • PrP . .- REVISIONS _ - _ REV DESCRIPTION DATE APPROVED - _ - -- - • -_ .A REVISED INSTALLATION..DETAILS 06/10/15 R.L . ..- -— _ NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO III REVISED ANCHORING NOTES 06/07/17 R.L. COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY ANCHORING NOTES: TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE 1) FOR ANCHORING INTO WOOD FRAMING OR.2X BUCK USE #10 WOOD RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION SHEET 3. FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 2) FOR ANCHORING INTO CONCRETE USE 1/4" ELCO ULTRACON ' ' 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM, PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. EMBEDMENT WITH 1" MINIMUM EDGE'DISTANCE. LOCATE ANCHORS'•AS 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS SHOWN IN INSTALLATION DETAILS SHEET 3. , DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED 3) FOR ANCHORING INTO'METAL STRUCTURE USE #10 SMS OR,.SELF UNDER SEPARATE APPROVAL. DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS 6) SINGLE WINDOWS TO BE MULLED ARE NOT UMITED TO THOSE MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN.IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI SHOWN IN INSTALLATION DETAILS SHEET 3. ' WINDOWS AND DOORS, INC, 4) ALL'FASTENERS'TO BE CORROSION RESISTANT. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL ''5) INSTALLATION ANCHORS SHALL-B 'INSTALLED IN ACCORDANCE WITH' . WINDOW OR DOOR UNIT. ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND . 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS 'LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: ANCHORED AS SHOWN HEREIN. A, WOOD — MINIMUM SPECIFIC, GRAVITY OF G=0:42 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED B. CONCRETE = MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSH IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED, C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TYPE 1 (OR GREATER). TO THIS DOCUMENT. D. METAL STRUCTURE ,— STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM'6063-15 FU=3OKSI .0625" THICK MINIMUM. 6) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT DESIGN PRESSURE TABLE INSTRUCTIONS: OF THREE THREADS PAST'THE MULLION WALL. LOCATE SCREWS 6" 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE FROM EACH MULUON END AND 12" MAX. O.C. THEREAFTER. STAGGER CHAPTER 16. SCREWS AT EACH WINDOW. 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 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. • ' . SIGNED:10/16/2017 TRIBUTARY WIDTH = W1 +'wz MI'WINDOWS AND DOORS ' \\\S TR!I:�/or,��� 2' ' 650 WEST MARKET STREET \�\ \,.CENo','7- �f GRATZ, PA.17030-0370 , `v, \, d+ ' CM-18531 - VERTICAL MULLION *' 0 6 *= 83" MULLION SPAN • • GENERAL NOTES �yO; STATE OF ;�\ TABLE OF CONTENTS DRAWN: - OWc NO.. -i REv j - r - -_.REVISIONS ._ - .- - 107 3/8" -- _ 107 3/5" _ 107 3/8" REV DESCRIPTION DATE APPROVED -COMBINED_WIDTH COMBINED WIDTH �. COMBINED WIDTH _ _ A REVISED INSTALLATION DETAILS 06/10/15 R.L -W1-^I W2 - -- W1 W2 -- - Wl W2 - B REVISED ANCHORING NOTES 06/07/17 R.L. I 83" / / 83" / / 83 /j FRAME FRAME WINDOW WINDOW FRAME WINDOW WINDOW WINDOW WINDOW HEIGHT HEIGHT HEIGHT i (MULLION (MULLION �� (MULLIO SPAN)N / SPAN) SPAN) I / ' 107 3/8" 107 3/8" 107 3/8" - COMBINED WIDTH COMBINED WIDTH COMBINED- WIDTH -W1---{t / W2 -- W1 -{I W2 --W1-II W2 83" �1 / WINDOW // 8� J / WINDOW / 8 / / WINDOW �;J FRAME / - ` FRAME /// / FRAME /// /' HEIGHT WINDOW / WINDOW HEIGHT WINDOW y WINDOW (MULLION /" (MULUON // HEIGHT. V77NDOW, WINDOW f / / (MULLION' / 1 SPAN) / I, SPA SPA �/ / W1 II-- W2- W1 II--W2- W1 II-W2- 107 3/8" 107 3/8" 107 3/8" COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 1073/8"AS SHOWN HEREIN. Design pressure rating(psi) Design pressure rating.(ps1) Units anchored Into wood and metal framing Units anchored Into masonry/concrete Mullion Trlbutarvwidth 1n)' Mullion Tributary width In) I span(In) 18.13 25,50 36.00 42.00 48.00 52.13 span(In) 18.13 25.50 36.00 42.00 48.00 5213 SIGND: 10/16/2017- 25.00 120.0 120.0 120.0 120.0 120,0 120,0 25.00 120,0 120.0 120.0 120.0 120.0 120.0 , 37.38 120,0 120.0 120.0 120,0 120.0 120.0 37.38 120.0 120.0 120.0 120.0 120.0 120.0 MI WINDOWS AND DOORS �� 71111114j�� 62.00 -120.0 120.0 1 6.7 107.4 1011,4 96.7 82.00 120.0 103.2 849.83 120.0 120.0 120.0 120.0 120.0 120.0 49.83 120.0_120.0 1,8 75,3 7.8 107.8 1.14 69.2 650 WEST PA MARKET 7030 STREET0370 �\�rJ�7:: CENs 9di�i� 65.83 120.0 120.0 107.8+ 98.7 92.5 89.7 85.63 120.0 96.1 75.6 69.1 64,9 62.8 I 72.00 120.0 120.0 95.1 86.3 60.3 77.2 72.00 113.6 85.8 66.7 60.5' 56,3 54.1CM-16531 - VERTICAL MULLION _*• 8281 #%8R" MULLIAN SPAN E .• 84.80 120.0 97.6 71.6 63.2 57.2 54,0 &i.00 9s.4 71.3 54.5 49.0 45.0 42.9 CONFIGURATIONS AND DP CHARTS ="°17s• AT OF -�,=LARGE AND SMALL MISSILFIMPACT,LEVEL D,WINDZONE3 oP''T0Owc No, REV „. _, pR1pP:,N -.DIMENSIONS INCHAR IARE NCLUDE ME DIMENSIONS AND 00 NOTGE s E NTS IoATe011 1/12 08I sHEET 0 23 OF 3B ���/SNA I`E�G��~ L.ROBERTOLOMASP.E. P.E. Lomas Luis R. 1432 WOODFORD RDLEWISVILLE,NC 27623 FL No.: 62514P 434-688-0609 tlomas©ldaa spa.cnm i + I - RLvisloNs • 52 1/8" MAX. UNIT WIDTH REV DESCRIPTION DATE APPROVED -- -- (MULLION SPAN) . A- REVISED INSTALLATION DETAILS. 06/10/15 R.L. 18 REVISED INSTALLATION DETAILS 10/16/17 R.L. H1 WINDOW 168" I , MAX. immommumni COMBINED HEIGHT HI2 WINDOW NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA'BUILDING CODE. 2) WOOD FRAMING AND•MASONRY OPENING TO BE'DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. Maximum design presssure(ps0 FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE Tributary Mullion span(In) • ARCHITECT OR ENGINEER OF RECORD. height 18.00 24.00 30.00 36.00 42.00 48.00 62.13 16.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE 10.00DESIGN OF THE PRODUCT.SHOWN HEREIN.'WIND LOAD DURATION 1 24.00 120.0 120.0 120.0 120.0 120.0 120.0 116,6FACTOR Cd=1.6 WAS;USED FOR WOOD ANCHOR CALCULATIONS. ' • 30.00 120.0 120.0 120.0 120.0 120.0 113.5 100.8 99.0 85.9 4} APPROVED IMPACT PROTECTIVE SYSTEM IS NOT' REQUIRED FOR THIS 42.00 120.0 120.0 120.0 120.0 120.0 99. 42.00 120.0�120.0 120.0 120.0 120.0 104.0 91.4PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3 48.00 120.0 120,0 120.0 120.0 120.0 97.5 83.2 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS 54.00 120.0 120,0 120.0 120.0 120.0 97:5 82.7 • DOCUMENT APPLY ONLY TO THE MULLION..WINDOWS.MUST BE 00.00 ,120.0 .120.0 120.0 120.0 120.0 97.5 82.7 APPROVED. UNDER SEPARATE APPROVAL. 08.00 120,0 120.0 120.0 120.0 120.0 97.5 82.7 6) SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN 72.00 120.0 120.0 120.0 120.0 120.0 97:5 82.7 IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE A T 78.00 120.0 120.0 120.0 120.0 120.0 97:5 82.7 MANUFACTURED BY MI WINDOWS AND DOORS 84.00 '120.0 120.0 120,0 120.0 120.0 97:5 82.7 7) DESIGN PRESSURE OF MULLED UNIT SHALL.BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL " 1 WINDOW UNIT: LARGE AND SMALL MISSILE IMPACT,LEVEL D,WIND ZONE 3 8) VERTICAL MULLIONS ARE NOT PART OF THIS APPROVAL. VERTICAL DIMENSIONS INCHARTARE UDEFLADIMENSIONS AND DONOT MULLIONS USED TO MULL UNITS.SIDE BY SIDE MUST HAVE • INCLUDE FLANGE SEPARATE'APPROVAL. 9) FOR.ADDITIONAL APPROVED CONFIGURATIONS SEE SHEET 2. DESIGN PRESSURE TABLE INSTRUCTIONS: • 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON TRIBUTARY HEIGHT= }I1 + H2, . PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT. 2 3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBUTARY HEIGHT. AT SIGNED:10/16/201'7 THE INTERSECTION OF COLUMN AND ROW CONTAINING THE MULLION • SPAN.AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING MI WINDOWS AND DOORS, LLC \L\111111/l/ FOR PRODUCT IN STEP 2. \\ //7 MULLION RATING UST BE EQUAL OR GREATER THAN REQUIRED 650 WEST MARKET STREET �`J\5'R L•4� //� DESIGN PRESSUREOBTAINED IN STEP 1. GRATZ, PA 17030-0370•. • `v;•v\GENSF?.•,: CM-18523 HORIZONTAL.MULLION ;*• !0 61 *�, SINGLE, TWIN AND TRIPLE WITH TRANSOM SINGLE W/TRANSOM ELEVATION AND GENERAL.NOTES -STAT - TABLE OF CONTENTS" , rN; owo NO. .. REV 0..1--ZORIOQs•\Z'sz, /iFS •...r G � SHEET 3N0 ELEVATION, NOTES ANDDDESIGNTP PRESSURE CHARTS SCALE NTS DATE 03/06/12 D8I SHEET 13- OF 5 e /�SinNA�T��\\' • 1 -4 INSTALLATION DETAILS L ROBERTO LOMASP.E. Luis R. Lomas P.E. 1432 W000FORD RD LEWISWllE,NC 27023 FL No.: 62514 5 COMPONENTS 434.688.0609. Noma4140112spa.com ; ) . 1 REVISIONS 104.25" - 1 MAX. UNIT WIDTH (MULLION SPAN) A REV DESCRiP11ON DATE 06/ APPROVED REVISED INSTALLATION DETAILS _ 10/15 R.L. 1 I B REVISED INSTALLATION DETAILS 10/16/17 R.L. Hi WINDOW 168" I MAX. I • COMBINED HEIGHTH2 WINDOW WINDOW f / , . . Maximum design pressure capacity chart(psi) Maximum design pressure capacity chart(psi) . for concrete installation for wood and metal framing installation. Tributary Mullion Span and individual unit width(In) Tributary Mullion Span and Individual unit width(in) Height 36.00 48.00 60.00 72.00 84.00 98.00 104.25 Holght 38.00 48.00 60.00 72.00 84.00 96.00 104.25 (In) 18.00 24.00 30.00 36.00 42.00 48.00 52.13 (In) 18.00 24.00 30.00 36.00 42.00 48.00 52.13 18.00 120.0 120.0' 120.0 99.0 83.2 71.7 65.5 18.00 120.0 120.0 120.0 120.0 120.0 120.0 :120.0. 24.00 120.0 120.0 97.5 78.0 65.0 55.7 50.7 24.00 120.0 120:0 120.0 120.0 120.0 120.0 110,5 30.00 120.0 .112.4 83.2 65.7 54.3 46.2 ,41.9 30.00 120.0 120.0 120.0 120,0 118.2 100.7 '91:4 36.00 120,0 100.6 73.8 57.8 47.3 40,0 %36.2 36.00 120.0 120.0 120.0 120.0 103.0 87,1 78.8 , • . 42.00 120.0 92.4 67.1 52.2 42.4 35.7 ,32.1 42.00 120.0 120.0 120.0 113.7 92.5 77,7 70.0 48.00 120.0 86.7 62.1 48.0 38.9 32.5 29.2 48.00 .120.0 120:0 120,0 104.5 84.7 70.8 63.5 54,00 120.0 82,1 58.3 44.7 36.1 30,1 26.9 54.00 120.0 120:0 120.0 97,4 78.6 65.5 '58.6' 4 60.00 118.9 78.0' 55.5 42.2 33,8 28.1 '25.1 60.00 120.0 120:0 120.0 91.8 73.7 61.2 :54.7 66.00 112.4 74.3: 53.1 40.1 32.0 26,5 23,6' 66.00 120.0 120.0 115.7 87.4' 69.7 57.7 51.5 72.00 106.7 70.9 50.9 38.5 30.5 25.2 '22.4 72.00 120.0 120.0 110.9 83.9 66.5 54,8 48.8 78.00 101.5 67.8 48.9 37.1 29.3 24.0 '21.4 78,00 120.0 120.0 106.6 80.9 63.8 52,4 46.5 84.00 96.7 65.0 47.1 35.9 28.3 23.1 `20.5 84.00 120.0 120.0 102,6 78,1 61,6 50.3 44.6 LARGE AND SMALL MISSILE IMPACT,LEVEL D,WIND ZONE 3 LARGE AND SMALL MISSILE IMPACT,LEVEL D,WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE INCLUDE FLANGE ' SIGNED:10/16/2017 DESIGN PRESSURE TABLE INSTRUCTIONS: MI WINDOWS AND DOORS LLC ``�}{Illli/ 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE 650 WEST MARKET STREET ���„AS r:•4.04/.r CHAPTER 16. GRATZ, PA 17030-0370 •`v.v\.GB4:so. d, 2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON TRIBUTARY HEIGHT= H1 + H2 CM-18523 HORIZONTAL MULLION +*��jNO�&61 `. •* PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT. 2 SINGLE, TWIN AND TRIPLE WITH TRANSOM ,fl ( r 3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBUTARY HEIGHT. AT TWIN W/TRANSOM ELEVATION i�, STATE OF ;ave. THE INTERSECTION OF COLUMN AND ROW CONTAINING THE MULLION DRAW DWG No, REV dc�`�C pP'••`�k� 9; SPAN AND TRIBUTARY MUFOLLION RATINGPRODUCT INMUSTP BETEQUAL H POR IGREATERVELY IS TTHAN REQUIREDHE MUWON SCALE NTS DATE 03/06/12 08 s+EEr23 OF 5 B '•/// ovrttl �G\`\\ DESIGN PRESSURE OBTAINED IN STEP 1. L.ROBEATOLOM/LSP.E' LUIS R. Lomas P.E. 1432 WOODFORD RD LEWI$VILLE,NC 27023 + FL No.: 62514 434.688-0609 rllomns@ddaaospo.oa0 I REVISIONS - - _ 156 3/8" REV DESCRIPTION DATE APPROVED MAX. UNIT WIDTH .A.. REVISED INSTAUATION DETAILS 08/10/15 R.L (MULLION SPAN) B REVISED INSTALLATION DETAILS 10/16/17 R.L 1 HI1 WINDOW 168" t MAX. 1 COMBINED HEIGHT H2 WINDOW WINDOW WINDOW I • 1 Maximum design pressure capacity chart(psO Maximum design pressure capacity chart(psi) 1 for concrete installation for wood and metal framing installation, Tributary Mullion Span and individual unit width(in) Tributary Mullion Span and individual unit width(In) Height 54.00 72.00 90.00 108.00 126.00 144.00 166.38 Height- 54.00 72.00, 90.00 108.00 126.00 144.00 158.38 (In). 18.00 24.00 30.00 36.00 42.00 48.00 52.13 (In) 18.00 24.00 30.00 36.00 42.00 48.00' 52.13 18.00 120.0 99.0 77.0 63.0 53.3 46.2 42,3 19.00 120.0 120,0 120.0 120.0, 116.2 87.5 68.2 , 24.00 110.4 78.0 60.0 48.8 41.1 35.5 32.4 24.00 120.0 120.0 120.0 106.2 89.4 66.0 51,5 , 30.00 93.1 65.3 49.9 40.3 33.7 29.0 26.5 30.00 120.0 120.0 108.7 67.7 73.5 53,2 41.4 • 36.00 81.6 56.7 43.2 34.7 28.9 24.8 22.5 36.00 120.0 120.0 94:1 75.5 62.9, 44.7. 34.8 42.00 73.4 50.5 38.3 30.7 25.5 21.7 19.8 42,00 120.0 110.0 83.4- 68.8 55.5 38.7 30.1 4 48.00 67.5 45.9 34.6 27.6 229 19.5 17.7 48,00 120.0 99.9 75.3 60.1 49,9 34.2 '26.5 54 00 63.0 42.3 31.7 25.2 20.9 17.8 16.1 64.00 120.0 92.1 68.0 +54.9" 45:5 30.7 23.8 60.00 59.4' 39.5 29.4 23.3 19.2 16.3 - 60.00 120.0 86.0 64.0 50.7" 41.9 27.9 21.6 68.00 58.2 37.3 27.5 21.7 17.9 15.2 - 68.00 120.0 81.1 59.9 47.3 38.9 25.6 19.8 72.00 53.3 35.5 25.9 20.4 16.8 - - 72.00 116.2 77.2 56.5 44.4 -36.1 23.7 18.3 78.00 50.7 33.9 24.7 19.3 15.8 - - 78.00 110.5 .729 53.7 42.0 33.8 22.1 17.1 84.00 48.4 32.5 23.6 18.4 - - - 84.00. 105.4 70.8 51.4 40,0 31.8 20.8 .16.0. LARGE AND SMALL MISSILE IMPACT,LEVEL D,WIND ZONE 3 LARGE AND SMALL MISSILE IMPACT,LEVEL 0,WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE INCLUDE FLANGE SIGNED:10/16/2017 MI WINDOWS AND DOORS,. LLC ,�\11t11,iilii� - 650 WEST MARKET STREET �\J�S....-O,f1// DESIGN PRESSURE TABLE INSTRUCTIONS: GRATZ,,PA 17030-0370 •7, v,• v.,OENS ..11,5)!?...- 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON PRODUCT TO BE H1 + HZ CM-18523 HORIZONTAL MULLION _*' 0,.626 TRIBUTARY HEIGHT = SINGLE, TWIN AND, TRIPLE WITH TRANSOM (( f1rr INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT. 2 TRIPLE W/TRANSOM ELEVATION %�•, TATS` 3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBUTARY HEIGHT. AT THE �� INTERSECTION-OF COLUN AND ROCONTAINING THE MULLION SPAN AND DRAWN:."CT NO. ,' REV %-e-4ORVO ..\ TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP V.L.AE �� 08-01453 B �iA7��ONA"v•-\\' MULLION RATING MUST BE EQUAL OR-GREATER THAN REQUIRED DESIGN SNTS 03/06/12 I 3 OF 5 PRESSURE OBTAINED IN STEP 1. L.ROBERTOL014ASP.E. Luis R. Lomas P.E. 1092 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434.6880609 rhomas5Irkmaspe.com aENSIONS - 1" MIN. REV DESCRIPTION ONE APPROVED EDGE A- REVISED INSTALLATION DETAILS 06/10 15 R.L. DISTANCE MASONRY/CONCRETE / - BY OTHERS B REVISED ANCHORING NOTES 06/07/17 R.L. �.. { • I 4 5/8" a. n• • " 1 1/4" • • e° {1 •Q MIN. EMBEDMENT L SECT CM-18531' MULLION 1 29/32" 27/32" 1/4" ELCO ULTRACON --\\_. TAPCON _� SECT5768 SECT5768is 25 32' CLIP CLIP. 1 9/16"IIII o •it / #10 SMS OR I' 4X 05/32" 'SELF DRILLING 1{y�, SCREW 3/8.. 1, SECT CM-18531 SECT5768 CLIP JISI= MULLION == ALUMINUM 6063-T5.093"THICK ] , . . 3 17/32" -• L1/2" MIN. METAL f SECT5768 EDGE STRUCTURE CLIP DISTANCE BY OTHERS t 1 1/8 #10 WOOD SCREW VERTICAL CROSS SECTION II'II� nn h r METAL STRUCTURE INSTALLATION I���o <'-- ,//I SECT CM 18531 MULLION . t+ _1 ALUMINUM'6005-T5.125"THICK 1 3/8" MIN. EMBEDMENT { N—WOOD FRAMING/ CLIP INSTALLATION 1/2" MIN. 2X BUCK SIGNED:10/16/201.7 EDGE BY OTHERS DISTANCE M850WINDOWS MARKEAND DOORS ` se,ft!.07j//i VERTICAL CROSS SECTION GRATZ, PA 17030-0370 - � J ,E�''h'9��� v,•�, NSF•`P. MASONRY/CONCRETE AND WOOD FRAMING CM-18531 — VERTICAL.MULLION *• ,No,,6¢61 • *= INSTALLATION 83" MULLION SPAN ( r INSTALLATION'DETAILS .STATE OF ;t• v NOTES: r -1Od�'.i�`. - P.•^ DRAWN: Ow0'NO. REV //FO,.CORID"‘,‘C � 1) FOR FRAMING INSTALLATION USE ALL FOUR HOLES IN V.L. 08-01443 B // S• INSTALLATION CLIP. SCM'E NTS DATE 01/11/12 SHEET3 OF 3 //�/AOIIIAILI��\\` 2) FOR MASONRY/CONCRETE INSTALLATION USE HOLES TO LC1MASRE. AT EACH END OF INSTALLATION CUP. INSTALL TWO L.RCI6ER1432WOODFORORTOLOMVIll.E,N027023 Luls R. Lomas P.E. TAPCONS PER CLIP. 434-668-0609 dlomas@Llomaspe,com FL No.. 62514 ------