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Product Approval Windows Mullions
- " c .? - v' t..: ¢ . ul�T•x ti••'ttx �f�",,.+..,,Y�.-..t.f BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications I Contact Us 48CIS Site Map Links Search a ��� `y "�Product Approval File, Co -..1 � - USER:Public User / db'#4%r Product Approval Menu>Product or Application Search>Application List R E yY I E F0 R �® 1WK 1P CODE COMPLIANCE 0_ . Search Criteria �.� ST4 ---LU 1E-00I��ITY-----R -�--- - Code Version 2020 FL# ®CCl/1& 30501 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-A�Iications FL# Zy" Manufacturer Validated By Status FL30501-RI Affirmation Lawson Industries Scott Wolters,PE Approved History Category:Windows j5 1) 225-1982 Subcategory: Mullions *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487,-1824 The State of Florida is an AA/EEO 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 emails 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: Fgi -�' R@1 eChecY. t Credit Card Safe https://www.floridabuliding.org/pr/pr_app_lst.aspx 2/3/22, 9:40 AM Page 1 of 1 BCIS Home Log In User Registration wHot Topics i Submit Surcharge I Stats&Facts Publications I Contact Us BCIS Site Map Links Search OFUlda �;; Y° Product Approval IUSER:Public User '. Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL30501-R1 Application Type Affirmation Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Lawson Industries Address/Phone/Email 8501 NW 90th Street Medley, FL 33166 (305)696-8660 Ext226 tom@lawsonwindows.com Authorized Signature Lucas Turner Luke@TurnerEC.com Technical Representative Michael La Fevre Address/Phone/Email 8501 NW 90th St. Medley, FL 33166 (305) 696-8660 Ext 282 mlafevre@lawsonwindows.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 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2024 Validated By Scott Wolters,PE Validation Checklist-Hardcopy Received Certificate of Independence FL30501 R1 COI EvalReport-LAW-ML-1901.pd Referenced Standard and Year(of Standard) Standard Year TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV...kxlowF%2bRZxpVHDjuLR16eKbs9luxuFz52Poa3WzhoOg%3d%3d 2/3/22, 9:41 AM Page 1 of 2 V I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes'.'No '_'N/A FL305U &j_Q_7thEdFBC-LAW-ML-1901.Ddf Product Approval Method Method 1 Option D Date Submitted 10/02/2020 Date Validated 10/02/2020 Date Pending FBC Approval Date Approved 10/11/2020 Sum`mery of Products FL.#. Model,Number or Name, Description 30501.1 Lawson Mullions Lawson Mullions,Impact and Non-Impact Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL30501 R1 11 LAW-ML-1901.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE#58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: Please see Installation Instructions and Evaluation FL30501_ I AE EvalReport-LAW-ML-1901.pd Report for design pressures and limits of use.Size/DP Charts Created by Independent Third Party:Yes in the Installation Instructions indicate which configurations are Large Missile Impact and which configurations are Non- Impact. Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO 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 emails 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: Ectzc t7r Credit Card Safe https://www.floridabuild!ng.org/pr/pr_app_dtl.aspx?param=wGEV...kxlowF%2bRZxpVHDjuLR16eKbs9luxuFz52Poa3Wzho0g%3d%3d 2/3/22, 9:41 AM Page 2 of 2 3:56 AM Thu Feb 3 0 o o ^48%C AA floridabuilding.org + 00 Florida Building Code Online ® 11,73 www.floridabuilding.org/upload/PR_Instl_Docs/FL30501_R1_II_LAW-ML-1... GENERAL NOTES: MULLION, BOTH NON-IMPACT AND LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) HORIZONTAL" AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE MULLION FBC. ANCHOR 2:CONFIGURATIONSVERTICAL.AND_HORIZONTAL' / \\ (CLIP - �� GLAZED PRO MULLION AL 3.-SEEMULLIOWCHARTS:FOR MAX.DESIGN.PRESSURES.-ANDLENGTH.-(SEE.:SHEETS`2=9) 'GLAZE 4 ANCHORANGE:THE 33 a%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT: �( /PROD CT SEE SHEET 11 FOR.ANCHOR-DETAILS._WINDLOAD DURATION FACTOR Cd-T.60AS USED FOR WOOD Z I ANCHOR'-CALCULATIONS; 5. CONFIGURATIONS NOTED AS IMPACT RESISTANT IN THIS DRAWING ARE APPROVED GLAZED GLAZED G D Z ANCHOR FOR IMPACT RESISTANCE,INCLUDING HVHZ,AND SHUTTERS ARE NOT REQUIRED. CONFIGURATIONS PRODUCT PROD T P ODUCT O /CLIP NOTED AS NON-IMPACT IN THIS DRAWING REQUIRE IMPACT PROTECTIVE SYSTEMS IN WINDBORNE j PRO UCT, DEBRIS REGIONS.. 6:DESIGN PRESSURE OF MULLEDUNITS_SHAL'L BE CONTROLLED BY THE-LESSOR DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. • OPENING VERTICAL MULLION 7.DESIGN PRESSURES AND INSTALLAION DETAILS SHOWN IN THIS OCUMEM'APPLY ONLY TO THE SIZE MULLION MULL"ION=WINDOWS_MUST BE APPROVED-UNDER IA13ATE APPROVAL' MULLION-'SPAN SPAN 8:=13ESPONSIBILITY-OF SELECTING FENESTRATION PRODUCTS TO MEET AWAP_PLICABLE LOCAULAWSi BUILDING-CODES,ORDINANCES OR=OTHER SAFETY REQUIREMENTS:RESTS-SOLEY WITH THE ARCHITEOT,_ENGINEER OF RECORD,,_BUILDING OWNER OR'CONTRACTOR: 9.-SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS_DRAW ING.SINGLE'UNITS HORIZONTAL' TO BE MULLED M TOGETHER- UST BE_MANUFACTURED BY.LAWSON INDUSTRIES,-INC.AND MUST BE MULLION MADE_OUT OF VINYL PVC-QR EXT,RURED-ALUMINUMI 70.-:VERTICAL':MULLED UNITS.MAY_BE:MULLED.INDEFINITELY AS GONG"AS'THE SINGLE UNIT W,DTHAND GLAZED HEIGHT ARE NOTEXCEEDED AND MULLIONSARE ANCHORED AS SHOWN_HEREIN ANCHOR / PRODUC % ANCHOR VERTICAL /CLIP /CLIP MULLION 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT.VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. 12.ALL GLAZED PRODUCTS USED WITH THESE MULLIONS MUST HAVE THEIR OWN PRODUCT APPROVAL. Z Z TABLE OF CONTENTS: GL ED U) o Z GENERAL NOTES&ELEVATIONS......................................1 PRO CT PRODUCT O GLAZED GLAZED 39 DP CHARTS......................................................................2-17 PRODUCT PRODUCT � rn EXTRUSIONS..................................................................18.19 SECTION VIEWS. 20-21 ASSEMBLY VIEWS..............................................................22 I CONFIGURATIONS&ANCHOR NOTES.............................2 —L INSTALLATION DETAILS.....................................................2 �MULL"ION_SPAN_ VERTICAL OPENING------- MULLION SIZE .��Pp10REW !fo,,�� 58201•;Py.,� Z� LAWSON8501 N. W. 90th Street Ne 58201 �� 10/3/2019 Medley, FL 33166 Lucas ?* * *_ Tumer Lucas A.Turner,FLPE N58201 TITLE: 019-10-18 '9: STATE OF .w� Turner Eng.&Cons.,Inc., GENERAL NOTES&ELEVATIONS 10:18+19:00 ::OT'••� Pr��'� FBPE COA N29779 SERIES: MULLION DRAWN ev:MCL DATE: 08/09/19 i,,c0••A. o R f�.••0�`Q 2428:OId.Natchez Trc.-.Trl: ,,Ss. �1 MODEL: SCALEi-N,T,S DWG:NO° TYPICAL MULLION-ARRANGEMENTS �a gONA'E���` Camden,-,TN 38320 - -- LAW.ML-1901 Ph.941-380,1574 REV.LETTER: HEET SHT 1 OF 24 3:27 AM Thu Feb 3 000 ^ 5 2% floridabuilding.org 2-1/2"Non-Intersected hnpact Resistant Mull Design Pressure Chart(PSF)-4 Anchors 15"min.on center,1"min.edge, NOTE- Solid Cone/Wood/Metal:1/4"10co Ultracon in Solid Concrete or Wood or#12 in Wood or Metal see Table I.Sheet 23 Opening Size(in.)(Wl+W2+1.375") CHARTS ON THIS SHEET APPLICABLE WHEN USING 36 42 48 54 60 66 72 76 78 84 90 96 102 107-3/8 24 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 2 2'MULL CLIPS AS SHOWN ON SHEETS 18 AND 22 TO 28 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 ATTACH TO OPENING SUBSTRATE,USING THE TYPE 32 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 AND QUANTITY OF FASTENERS AS INDICATED IN 36 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 CHARTS ON THIS SHEET.ATTACH MULLIONS TO 40 1 65.0 65.0 1 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 OTHER MULLIONS USING"U"-CLIP AS SHOWN ON 44 65.0 65.0 65.0 65.0 1 65.0 65.0 65.0 65.0 1 65.0 65.0 1 65.0 65.0 1 65.0 65.0 SHEETS 18 AND 22,USING TWO#12 x!I-TEK SCREWS. 48 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 4 50 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 1 65.0 56 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 1 65.0 z 60 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 68 40.0 40.0 1 40.0 40.0 40.0 1 40.0 40.0 40.0 40.0 1 40.0 40.0 1 40.0 40.0 40.0 72 40.0 40.0 40.0 40.0 1 40.0 40.0 40.0 1 40.0 40.0 40.0 40.0 40.0 40.0 40.0 75 3/8 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 1 40.0 38.4 1 36.8 35A 34.4 76 40.0 40.0 40.0 40.0 1 40.0 40.0 40.0 1 40.0 1 40.0 1 39.3 37.4 1 35.8 345 33.4 2-1/2"Intersected Impact Resistant Mull Design Pressure Chart(PSF)-4 Anchors 15"min.on center,1"min.edge, Solid Cone/Wood/Metal:1/4"See U(racon in Solid Concrete or Wood or#12 in Wood or Metal,see Table 1.Sheet 23 Opening Size(in.)(WI+W2+1.375') 36 42 48 54 60 66 72 76 78 84 90 96 102 107 3/8 113 3/4 114 3/8 24 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 28 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 32 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 36 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 e 40 65.0 1 65.0 65.0 1 65.0 65.0 1 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 OREvv 48 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 �`�SP...........N So 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 JVi F 'tiL� 56 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 �: No 53201 :1t 2 *� * y*_ 60 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 :.9. �a: 63 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 =9': STATE of .�/� 68 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 �^`F:; OR t p P �2�`;`� 72 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 �'4SS;ONA�� F75 318 30.0 1 30.0 30.0 1 30.0 30.0 1 30.0 1 30.0 1 30.0 1 30.0 1 30.0 1 30.0 1 30.0 30.0 1 30.0 1 30.0 30.0 NON-INTERSECTED INTERSECTED VERTICAL MULLION VERTICAL MULLION NOTE: LAWSMON8501SEE SHEET 23 FOR OTHER EXAMPLES N.W. 90th Street HORIZONTAL -- -- OF NON-INTERSECTED AND INTERSECTED MULLIONS 10l3/2019 Medley, FL 33166 MULLIONS. Lucas A.mer er Inc., Eng.&Cons.,Inc.,Turner,FLPE TITLE-2 Tu -'MULL DP CHARTS,SOLID CONCRETENJOOD/METAL,IMPACT FBPE COA#29779 SERIES: MULLION DRAWN BY:MCL DATE: 08/09/19 2428 Old Natchez Trc.Trl. Camden,TN 38320 MODEL: SCALE: N.T.S. IWI.NO W M -1901 Ph.941-380-1574 REV.LETTER: SHEET SHT 2 OF 24 2-1/2"Non-Intersected Impact Resistant Mull Design Pressure Chart(PSF) -4 Anchors 15"min.on center,25"min.edge: NOTE: 3:27 AM Thu Feb 3 ••* 1 ^ 5 2%C floridabuilding.org 3 of 24 2-1/2"Non-Intersected Impact Resistant Mull Design Pressure Chart(PSF) -4 Anchors 15"min.on center,25"min.edge: NOTE: 1/4"Flco Ultracon in CMU Ivlasonr ,see Table 1,Sheet 23 Opening Size(in.)(WI+W2+1.375") CHARTS ON THIS SHEET APPLICABLE WHEN USING 36 42 48 54 60 66 72 76 78 84 90 96 102 107 318 2 2'MULL CLIPS AS SHOWN ON SHEETS 18 AND 22 TO 24 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 28 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 ATTACH TO OPENING SUBSTRATE,USING THE TYPE 32 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 AND QUANTITY OF FASTENERS AS INDICATED IN 36 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 CHARTS ON THIS SHEET.ATTACH MULLIONS TO 40 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 OTHER MULLIONS USING"U"-CLIP AS SHOWN ON 44 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 SHEETS 18 AND 22,USING TWO#12 x 4"TEK SCREWS. 48 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 50 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 a 56 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 60 65A 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.7 63 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.2 615 60.2 59.3 68 40.0 1 40.0 1 40.0 1 40.0 1 40.0 40.0 40.0 40.0 40.0 40.0 1 40.0 40.0 40.0 40.0 72 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 75 3/8 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 38.4 1 36.8 1 35.4 34.4 76 40.0 1 40.0 1 40.0 1 40.0 1 40.0 1 40.0 40.0 40.0 1 40.0 1 393 1 37.4 1 35.8 1 345 1 33A 2-1/2"Intersected Impact Resistant Mull Design Pressure Chart(PSF) -4 Anchors 1.5 min.on center,25"min.edge: 1/4"Flco Ultracon in CMUDlasonr ,see Table 1,Sheet 23 Opening Size(in.)(1i'1+W2+1375") 36 42 48 54 60 66 72 76 78 84 go 9fi 102 107 3/8 113 314 114 318 24 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 28 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 32 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 36 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 40 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 44 65.0 65.0 65.0 65.0 65.0 1 65.0 65.0 1 65.0 65.0 1 65.0 65.0 65.0 65.0 1 65.0 65.0 1 65.0 „1111r1011" 48 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 ��J,P PPNG..NS•TG�P�'� 50 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 6 " F •,2. 56 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 � No 58201 :�-P 60 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.7 64.2 64.1 63 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.2 615 60.2 59.3 58.6 58.5 %9:. STATE of .�4j: 68 30.0 30.0 1 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 •, P,:'2� 72 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 '4,FSS�a..t �G .• 75 3/8 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 ��ip11 NA 1100 NOWNTEVERTICAL MULLION INTERSECTED LAWSON8501VERTICAL MULLION VERTICAL MULLION NOTE: N. W.90th Street SEE SHEET 23 FOR OTHER EXAMPLES 10/3/2019 Medley, FL 33166 OF NON-INTERSECTED AND INTERSECTED Lucas A.Turner,FLPE#58201 HORIZONTAL TITLE: MULLIONS MULLIONS. Tumer Eng.&Cons.,Inc., 2_MULL DP CHARTS,CMU,IMPACT -- -- FBPE COA#29779 SERIES: MULLION DRAWN BY:MCL DATE: 08/09/19 2428 Old Natchez Trc.Trl. MODEL: SCALE: DWG.11 Camden,TN 38320 N.T.S. LAW-ML-19o1 Ph.941-380-1574 REV.LETTER: SHEETSHT 3 OF 24 2-1/2"Non-Intersected Non-Impact Res is(ant Mull Design Pressure Chart(PSF) -4 Anchors 15"nun.on center,l"nun.edge, p1f17�• 3:28 AM Thu Feb 3 ... ^ 5 2%C floridabuilding.org rPh-94i=380=�57 EV:�TfER�RE SHT 3 OF 24 4 of 24 --- -- _ - - - - --- - - - -- - - 2-1/2"Non-Intersected Non-hnpacl Resistant Mull Design Pressure Chart(PSO -4 Anchors 15"min.on center,1"min.edge, NOTE: Solid Cone/Wool/Metal:1/4"17co Wracon in Solid Concrete or Wood or#12 in Wood or Metal,see Table 1,Sheet 23 Opening Size(in.)(Wl+W2+1.375") CHARTS ON THIS SHEET APPLICABLE WHEN USING 36 42 4S 54 60 66 72 76 78 84 91) 96 102 107 3/8 21"MULL CLIPS AS SHOWN ON SHEETS 18 AND 22 TO 24 97.5 975 97.5 97.5 97.5 975 97.5 97.5 97.5 97.5 975 975 97.5 93.6 2 28 97.5 975 975 97.5 97.5 975 97.5 97.5 97.5 97.5 975 97.5 90.4 84.3 ATTACH TO OPENING SUBSTRATE,USING THE TYPE 32 97.5 975 975 97.5 97.5 975 97.5 97.5 97.5 97.5 975 91.5 83.6 77.7 AND QUANTITY OF FASTENERS AS INDICATED IN 36 97.5 975 975 97.5 97.5 975 975 97.5 97.5 97.5 96A 86.7 78.9 72.9 CHARTS ON THIS SHEET.ATTACH MULLIONS TO 40 975 1 975 975 975 975 975 975 975 975 975 93.7 83.6 75.5 695 OTHER MULLIONS USING"U"-CLIP AS SHOWN ON 44 97.5 975 975 97.5 97.5 1 975 975 1 975 975 97.5 92.6 81.9 73.4 1 67.2 SHEETS 18 AND 22,USING TWO#12114"TEK SCREWS. m 48 97.5 975 975 97.5 97.5 975 975 97.5 97.5 97.5 925 $1.3 72.3 65.7 50 97.5 975 975 97.5 97.5 975 975 97.5 97.5 97.5 925 81.3 72.1 1 65.3 56 97.5 975 975 97.5 97.5 96.8 92.2 89.7 88.6 85.8 83.7 81.3 72.0 65.0 60 97.5 97.5 975 97.5 93.5 87.9 83.4 81.0 79.9 77.0 74.8 73.0 71.7 65.0 63 97.5 975 975 94.4 87.6 82.2 77.9 75.5 74.4 71.5 69.2 67.4 66.0 65.0 68 60.0 1 60.0 1 60.0 1 60.0 60.0 60.0 58.6 56.7 55.8 53.5 51.6 50.0 44.3 40.0 72 60.0 60.0 60.0 60.0 60.0 56.6 52.7 50.5 49.5 46.9 44.8 42.9 41.5 40.0 758 60.0 60.0 1 60.0 1 58.3 1 53.1 1 48.9 1 45.5 1 43.6 1 42.7 1 40.4 1 38.4 1 36.8 35.4 34.4 76 60.0 60.0 60.0 1 56.8 1 51.7 1 47.7 1 44.3 1 42.5 1 41.6 1 39.3 1 37A 1 35.8 1 34. 1 33.4 2-1/2"Intersected Non-Impact Mull Design Pressure Chart(PSF) -4 Anchors 1.5"min.on center,1"min.edge, Solid Cone/Wood/Mctal:1/4"]Elea Ultraconin Solid Concrete orWoodor#12inWoodorNletal,seeTablel Sheet23 Opening Size(in.)(N11+W2+1375") 36 42 48 54 60 66 72 76 78 84 90 96 102 107 3/8 113 314 114 3/8 24 97.5 975 975 97.5 97.5 975 97.5 97.5 97.5 973 975 97.5 97.5 97.5 975 975 28 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 975 97.5 97.5 95.6 885 87.9 32 97.5 975 975 97.5 97.5 975 975 97.5 97.5 97.5 975 97.5 94.9 88.1 813 80.6 36 97.5 975 97.5 97.5 97.5 975 97.5 97.5 97.5 97.5 975 97.5 89.5 82.7 75.9 753 40 97.5 1 975 97.5 1 97.5 97.5 975 97.5 97.5 97.5 97.5 975 94.9 85.7 78.9 72.1 71.5 44 97.5 975 97.5 97.5 97.5 97.5 1 97.5 97.5 1 97.5 97.5 975 92.9 83.3 76.2 1 693 68.7 punnep rz 48 97.5 97.597.5 97.5 97.5 97.597.5 97.5 97.5 97.5 975 92.3 1 82.0 74.6 67A 66.7 ,�.%,%OREW�T���� " 5U 97.5 975 975 97.5 97.5 975 97.5 97.5 97.5 97.5 975 923 81.8 74.1 66.7 66.0 �.�V •v�OENSF.,�yy� 56 97.5 97.597.597.5 97.5 97.593.5 91.0 89.8 87.0 84.8 833 81.7 73.8 65.7 65.0 No 58201 :�-P 60 97.5 975 975 975 94.7 89.1 84.6 82.1 81.0 78.1 75.8 74.0 72.7 71.8 65.7 65.0 = 63 1 97.5 975 1 975 95.7 88.8 833 78.9 76.5 75.4 72.5 70.2 68.1 66.4 65.2 64.2 64.1 9 STATE of .rru 68 1 45.0 45.0 45.0 1 45.0 1 45.0 45.0 44.6 43.1 42.4 40.7 39.2 38.0 37.0 34.0 303 30.0 %,SOT .;°t O p It)1... 75 3/8 45.0 45.0 45.0 45.0 44. 413 38.9 37.5 36.8 35.1 33.7 32.5 31.6 30.8 1 300.1 30.0 ,""sS��NA E�.NON ���� VERTICAL TEDLION INTERSECTED LAWSON8501VERTICAL MULLION VERTICAL MULLION Z�NOTE: N. W.90th Street SEE SHEET 23 FOR OTHER EXAMPLES 10/3/2019Medley, FL 33166 HORIZONTAL -- -- OF NON-INTERSECTED AND INTERSECTED Lucas A.Turner,FLPE#58201ICC���i ITLE s MULLIONS MULLIONS. Tumer Eng.&Cons.,Ir1C., 2 MULL DP CHARTS,SOLID CONCRETEAMOOD/METAL.NON-IMPACT FEIPE COA#29779 SERIES: MULLION DRAWN aY:MCL DATE: OB/09/19 2428 Old Natchez Trc.TH. MODEL: SCALE: WG.NO Camden,TN 38320 N.T.S. LqW-ML-1901 Ph.941-380-1574 EV.LETTER: IS HEET 4 3:28 AM Thu Feb 3 a•e ^ 5 2%C floridabuilding.org G 2-1/2"Non-Intersected Non-hnpact Mull Design Pressure Chart(PSF)-4 Anchors 15"train.on center,25"min.edge: NOTE, 1/4"Dco Ultracon in CAIUNlasonry,see Table 1,Sheet 23 Opening Size(in.)(WI+W2+1.375") CHARTS ON THIS SHEET APPLICABLE WHEN USING 36 42 48 54 60 1 66 72 76 78 84 90 96 102 107 3/8 2�"MULL CLIPS AS SHOWN ON SHEETS 18 AND 22 TO 24 97.5 975 97.5 975 97.5 97S 97S 975 975 97S 975 97S 975 93.6 2 28 975 975 975 97.5 975 975 975 97.5 975 97.5 975 975 90.4 943 ATTACH TO OPENING SUBSTRATE,USING THE TYPE 32 97.5 975 97.5 975 97.5 975 975 97.5 975 975 975 915 83.6 77.7 AND QUANTITY OF FASTENERS AS INDICATED IN 36 97.5 975 97.5 97.5 97.5 975 975 975 975 97.5 96.4 86.7 78.9 72.9 CHARTS ON THIS SHEET.ATTACH MULLIONS TO 40 97.5 975 975 97.5 97.5 975 975 975 975 97.5 93.7 83.6 755 69.5 OTHER MULLIONS USING"U"-CLIP AS SHOWN ON 44 97.5 975 1 975 975 1 975 97.5 1 975 975 1 975 97.5 1 92.6 81.9 1 73.4 67.2 SHEETS 18 AND 22,USING TWO#12 x 3"TEK SCREWS. 48 97.5 975 97.5 97.5 97.5 97.5 975 97.5 97.5 97.5 925 813 723 65.7 4 „ 50 97.5 975 97.5 _97.5 97.5 975 975 975 96.8 94.6 92.5 813 72.1 65.3 56 97.5 97.5 97.5 975 93.7 88.4 84.2 81.9 80.9 78.4 76.4 75.0 72.0 65.0 60 97.5 975 975 91.8 853 803 76.2 73.9 72.9 70.3 683 66.7 655 64.7 63 97.5 975 94.1 86.2 80.0 75.1 71.1 68.9 67.9 653 63.2 615 60.2 593 68 60.0 1 60.0 60.0 60.0 60.0 60.0 58.6 56.7 55.8 535 51.6 50.0 443 40.0 72 60.0 60.0 60.0 60.0 60.0 56.6 52.7 505 49S 46.9 44.8 42.9 41S 40.0 75 3/8 60.0 1 60.0 60.0 1 583 53.1 1 48.9 455 43.6 1 42.7 1 40.4 1 38A 36.8 35A 34A 76 60.0 1 60.0 60.0 1 56.8 51.7 1 47.7 443 425 1 41.6 1 393 1 37.4 35.8 1 345 33.4 2-1/2"Intersected Non-Impact Mull Design Pressure Chart(PSF) -4 Anchors 15"min.on center,25"min.edge: 1/4"Oco Ultracon in CMU Masonry,see Table 1,Sheet 23 Opening Size(in.)(Wl+W2+1.375") 36 42 48 54 GO 66 72 76 78 84 90 96 102 107 318 113 3/4 114 3/8 24 97.5 975 97.5 97.5 975 97.5 97.5 97.5 97.5 97.5 975 975 975 97.5 975 97.5 28 97.5 975 97.5 975 97.5 97.5 97.5 97.5 97.5 97.5 975 975 97.5 95.6 885 87.9 32 97.5 97.5 975 97.5 97.5 97.5 97.5 975 975 97.5 975 975 94.9 88.1 813 80.6 36 97.5 97.5 975 975 97.5 97.5 975 97.5 975 97.5 975 975 895 82.7 75.9 753 40 97.5 1 975 97.5 975 97.5 97.5 97.5 97.5 975 97.5 975 949 85.7 78.9 72.1 71.5 s 44 97.5 975 97.5 1 97.5 97.5 1 97.5 97.5 1 97.5 97.5 1 97.5 97.5 1 929 833 1 76.2 693 68.7 •••••ttttt�ur,,��� d 48 97.5 975 97.5 97.5 97.5 97.5 97S 97.5 97S 97.5 97S 923 82.0 74.6 67A 66.7 `,,Py pNc�s TG�z�4 „4 50 97.5 97S 97.5 97S 97.5 97.5 97S 97S 96.8 94.6 93.1 923 81.8 74.1 66.7 66.0 V: F .,'k 56 97.5 97.5 97.5 97.5 93.7 88.4 84.2 81.9 80.9 78A 76A 75.0 74.1 73.6 65.7 1 65.0 58201 60 97.5 975 975 91.8 853 803 76.2 73.9 72.9 703 683 66.7 65S 64.7 64.2 64.1 63 975 97.5 94.1 86.2 80.0 75.1 71.1 68.9 679 653 63.2 61.5 60.2 59.3 58.6 58.590. STATE of :�� 68 1 45.0 1 45.0 45.0 45.0 45.0 45.0 44.6 43.1 42A 40.7 39.2 38.0 37.0 34.0 303 30.0 72 1 45.0 1 45.0 1 45.0 1 45.0 1 45.0 1 43.8 1 413 39.9 39.2 1 37.5 36.0 1 34.8 33.8 1 33.1 303 30.0 11,c�S,�� 75 3/8 1 45.0 1 45.0 1 45.0 1 45.0 1 443 1 413 1 38.9 375 36.8 1 35.1 1 33.7 1 325 1 31.6 1 30.8 30.1 30.0NON z�z4S�ONA�E�•`•• VERTICAL TEDLION INTERSECTED LAWSON8501VERTICAL MULLION VERTICAL MULLION N.W. 90th Street NOTE: 1 0/312 0 1 9 Medley, FL 33166 SEE SHEET 23 FOR OTHER EXAMPLES HORIZONTAL - -- OF NON-INTERSECTED AND INTERSECTED Lucas A.Tumer,FLPE#58201 TITLE: 1 MULLIONS MULLIONS. Tumer Eng.&Cons.,Inc., 2-- MULL DP CHARTS,CMU,NON-IMPACT -- -- FEIPE COA#29779 SERIES: MULLION DRAWN BY:MCL DATE: 08109/19 2428 Old Natchez Tre.Trl. MODEL: SCALE: WG.NO Camden,TN 38320 N.T.S. LAW.ML-1901 Ph.941-380-1574 FIEV.LETTER: HEETSHT 5 OF 24 3-1/4"Non-Intersectedhnpact Resistant Alull Design Pressure Chart(PSF)-4 Anchors 1.5"min.on center,I"min.edge, NOTE: 28 AM Thu.Feb 3 •s. ^ 52%= floridabuilding.org i I-Ph-94"B015'!4 j OTTER THEETSHT 5 OF 24 6 of 24 3-1/4"Non-Intersectedhnpact Resistant Mull Design Pressure Chart(PSF)-4 Anchors 1.5"min.on center,I"min.edge, NOTE: Solid Cone/Wood/Metal:1/4"Elea Ultracon in Solid Concrete or Wood,or#12 in Wood or Metal,see Table 1,Sheet 23 Opening Size(in.)(W1+W2+1.375") CHARTS ON THIS SHEET APPLICABLE WHEN USING 36 42 48 54 60 66 72 76 78 84 90 96 102 107 3/8 24 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 3 4'MULL CLIPS AS SHOWN ON SHEETS 18 AND 22 TO 28 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 ATTACH TO OPENING SUBSTRATE,USING THE TYPE 32 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 AND QUANTITY OF FASTENERS AS INDICATED IN 36 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 CHARTS ON THIS SHEET.WHEN USING 4 ANCHORS, 40 90.0 1 90.0 90.0 1 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 DO NOT USE THE FASTENERS IN THE TWO MIDDLE 44 90.0 90.0 90.0 90.0 90.0 1 90.0 90.0 1 90.0 90.0 1 90.0 90.0 1 90.0 90.0 1 90.0 HOLES IN THE CLIP.ATTACH MULLIONS TO 48 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 OTHER MULLIONS USING"U"-CLIP AS SHOWN ON a 50 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 1 SHEETS 18 AND 22,USING TWO#12 x 3'•TEK SCREWS. 56 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 4 60 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 63 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 68 60.0 GO.0 bU.O 60.0 G0.0 60.0 60.0 60.0 b0.0 60.0 60.0 60.0 60.0 60.0 72 60.0 60.0 60.0 60.0 60.0 60.0 1 60.0 1 60.0 60.0 60.0 1 60.0 60.0 60.0 60.0 75 3/8 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 76 60.0 1 60.0 60.0 60.0 60.0 60.0 1 60.0 1 60.0 60.0 60.0 1 60.0 60.0 60.0 1 60.0 3-1/4"Intersected Impact Resistant Mull Design Pressure Chart(PSF) -4 Anchors 1.5"min.on center,I"min.edge, Solid Cone/Wood/Metal:1/4"Elea Ultracon in Solid Concrete or Wood,or#12 in Wood or Metal,see Table 1,Sheet 23 Opening Size(in.)(WI+W2+1.375") 36 42 48 54 60 66 72 76 78 84 90 96 102 107 3/8 113 3/4 114 318 24 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 28 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 32 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 36 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 e 40 90.0 1 90.0 90.0 90.11 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 44 90.0 90.0 90.0 90.0 90.0 90.0 90.0 1 90.0 90.0 1 90.0 90.0 1 90.0 90.0 1 90.0 90.0 90.0 ,, 111118118",i S48 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 P C E NS•oGQ�4, 50 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.() Q C." F'•,ti� 56 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 :�: No 58201 60 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 63 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 %9: STATE OF 68 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 '�0. p;'a4'; •,0%-COp10,. \�� 75 3/S 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 550 55.0 55.0 55.0 55.0 55.0 55.0 , 1nnu11,%t , VERNONTICAL TEDLION INTERSECTED LAWSON8501VERTICAL MULLION VERTICAL MULLION NOTE: N. W. 90th Street SEE SHEET 23 FOR OTHER EXAMPLES 10/3/2019 Medley, FL 33166 HORIZONTAL -- -- OF NON-INTERSECTED AND INTERSECTED Lucas A.Tumer,FLPE#58201 TITLE: s-•MULL DP CHARTS,SOLID CONCRETEAVODD METAL,IMPACT MULLIONS MULLIONS. Tumer Eng.&Cons.,Inc., 4 -- -- FBPE COA#29779 SERIES: MULLION DRAWN BY:MCL DATE: 08109/19 2428 Old Natchez Trc.Trl. MODEL: SCALE: N.T.S. wG.No Camden,TN 38320 LAW-ML-19D1 Ph.941-380-1574 REV.LETTER: SHEET SHT 6 OF 24 3:28 AM Thu Feb 3 ... 52%C floridabuilding.org i I M-TOF-241- 7 of 24 3-1/4"Non-Intersected Impact Resistant Mull Design Pressure Chart(PSF)-4 Anchors 1.5"min.on center,25"min.edge: NOTE: 1/4"Oco Uitracon in CMUMasonry.see Table I.Sheet 23 Opening Size(in.)(WI+W2+1.375") CHARTS ON THIS SHEET APPLICABLE WHEN USING 36 42 43 54 60 1 66 72 1 76 78 84 90 96 102 107 318 3 4'MULL CLIPS AS SHOWN ON SHEETS 18 AND 22 TO 24 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 ATTACH TO OPENING SUBSTRATE,USING THE TYPE 28 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90. AND QUANTITY OF FASTENERS AS INDICATED IN 32 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.00 CHARTS ON THIS SHEET.WHEN USING 4 ANCHORS, 36 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 DO NOT USE THE FASTENERS IN THE TWO MIDDLE ao 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 HOLES IN THE CLIP.ATTACH MULLIONS TO - 44 90.0 90.0 1 90.0 90.0 9o.0g888.4 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 OTHER MULLIONS USING"U"-CLIP AS SHOWN ON 48 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 50 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 SHEETS 18 AND 22,USING TWO#12 x 4'TEK SCREWS. 56 90.0 90.0 90.0 90.0 90.0 84.2 81.9 80.9 78.4 76.4 75.0 74.1 73.660 90.0 90.0 90.0 90.0 85.3 76.2 73.9 72.9 703 68.3 66.7 65.5 64.7 63 90.0 90.0 90.0 86.2 80.0 71.1 689 67.9 653 63.2 61.5 60.2 59.3 68 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 1 58A 1 563 54.5 53.1 52.1 72 60.0 1 60.0 60.0 60.0 60.0 60.0 59.3 57.2 563 53.8 51.7 50.0 48.6 47.5 75 3/8 60.0 60.0 60.0 60.0 60.0 593 55.8 53.8 1 52.9 1 50.4 1 48A 46.7 1 45.3 44.2 76 60.0 1 60.0 1 60.0 60.0 60.0 1 58.7 55.2 53.2 1 523 1 49.9 1 47.9 46.2 1 44.7 1 43.7 3-1/4"Intersected Impact Resistant Mull Design Pressure Chart(PSF) - 4 Anchors 15"min.on center,2.5"min.edge: 1/4"Ilea U7tracon in CMUMasonry,see Table 1,Sheet 23 Opening Size(in.)(Wl+W2+1375") 36 42 48 54 60 66 72 76 78 84 90 96 102 107 3/8 113 314 114 318 24 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 28 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 32 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 36 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 40 1 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 44 90.0 90.0 90.0 9o.0 90.0 90.0 1 90.0 90.0 1 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 %01NjADRE 48 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 �`,0"P;�ENS.TGP4,� 50 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 JV: 4P ;11R+ 56 90.0 90.0 90.0 90.0 90.0 88.4 84.2 81.9 80.9 78.4 76A 75.0 74.1 73.6 735 73.5 +'": No 511201 L 60 90.0 90.0 90.0 90.0 85.3 803 76.2 73.9 72.9 703 683 66.7 655 64.7 64.2 64.1 * * *= 63 90.0 1 90.0 90.0 86.2 80.0 75.1 71.1 68.9 67.9 653 63.2 615 60.2 593 58.6 58.5 %9 STATE OF .�mz 68 1 55.0 1 55.0 1 55.0 1 55.0 55.0 55.0 55.0 1 55.0 55.0 1 55.0 55.0 54.5 53.1 1 52.1 51.2 1 51.1 .,0'.. OR1pP:G�r�% 72 1 55.0 1 55.0 1 55.0 1 55.0 1 55.0 1 55.0 1 55.0 1 55.0 1 55.0 1 53.8 51.7 50.0 1 48.6 1 47.5 1 46-5 1 46.4 75 3/8 1 55.0 1 55.0 1 55.0 1 55.0 1 55.0 1 55.0 1 55.0 1 53.8 1 52.9 1 50A 48.4 46.7 1 45.3 1 44.2 1 43.2 1 43.1 NONVERTICAL TEDLION INTERSECTED y LAWSON8501 VERTICAL MULLION VERTICAL MULLION � N. W.90th Street NOTE: SEE SHEET 23 FOR OTHER EXAMPLES 1 0/3120 1 9 Medley, FL 33166 HORIZONTAL -- -- OF NON-INTERSECTED AND INTERSECTED Lucas A.Turner,FLPE#58201 MULLIONS MULLIONS. Turner Eng.&Cons.,Inc., 7ITLE.3�-MULL DP CHARTS,CMU,4 ANCHORS,IMPACT FEIPE COA#29779 SERIES: MULLION DRAWN BY:MCL DATE: 08/09/19 2428 Old Natchez Trc.Trl. Camden,TN 38320 MODEL: GALE: N•T,$• WG.NO&W_ML-1901 Ph.941.380.1574 REV.LETTER: SHEET SHT 7 OF 24 3:28 AM Thu Feb 3 ••• ^ 5 2%C floridabuilding.org B 8of24 3-1/4"Non-Intersected Impact Resistant Mull Design Pressure Chart(PSF) -6 Anchors 1.5"min.on center,2.5"min edge: NOTE: 1/4"F1co Utracon in CMU Masonrv,see Table 1,Sheet 23 Opening Size(in.)(W1+W2+1.375") CHARTS ON THIS SHEET APPLICABLE WHEN USING 36 42 48 54 60 66 72 76 78 84 90 96 102 107 318 31"MULL CLIPS AS SHOWN ON SHEETS 18 AND 22 TO 24 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 4 28 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 ATTACH TO OPENING SUBSTRATE,USING THE TYPE 32 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 AND QUANTITY OF FASTENERS AS INDICATED IN 36 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 CHARTS ON THIS SHEET.ATTACH MULLIONS TO 40 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 OTHER MULLIONS USING"U"-CLIP AS SHOWN ON 44 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 SHEETS 18 AND 22,USING TWO#12 x 4"TEK SCREWS. 48 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 $ 50 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 56 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 1 90.0 60 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 63 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 1 90.0 90.0 90.0 90.0 90.0 68 60.0 60.0 60.0 1 60.0 60.0 1 60.0 60.0 60.0 1 60.0 60.0 1 60.0 60.0 60.0 60.0 72 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 75 3/8 60.0 60.0 60.0 60.0 60.0 1 60.0 60.0 60.0 1 60.0 60.0 60.0 1 60.0 60.0 60.0 76 60.0 60.0 60.0 60.0 60.0 1 60.0 60.0 60.0 1 60.0 60.0 60.0 1 60.0 60.0 60.0 3-1/4"Intersected Impact Resistant Nhdl Design Pressure Chart(PSF) -6 Anchors 1.5"min.on center,2.5"min.edge: 1/4"Oco Ultracon in CMU 1Ylasonr ,see Table 1,Sheet 23 Opening Size(in.)(1V1+W2+1.375") 36 42 48 54 60 66 72 76 78 84 90 1 96 102 107 3/8 113 3/4 114 3/8 24 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 28 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 32 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 .90.0 90.0 90.0 90.0 90.0 90.0 90.0 36 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 e 40 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 44 90.0 90.0 90.0 90.0 90.0 90.0 90.0 1 90.0 90.0 1 90.0 90.0 90.0 90.0 1 90.0 90.0 90.0 " 50 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 6P��G E N sF GQy 3 56 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 No 58201 :�-P z 60 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 1 90.0 63 90.0 1 90.0 90.0 1 90.0 90.0 1 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 87.9 1 87.8 %9': STATE OF •��u� 68 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 :0.'•,A' 72 1 55.0 1 55.0 1 55.0 1 55.0 55.0 1 55.0 1 55.0 1 55.0 1 55.0 1 55.0 1 55.0 55.0 55.0 55.0 55.0 55.0 �'�.�S,p�o.. �'CIG�.`�, 753/8 1 55.0 1 55.0 1 55.0 1 55.0 55.0 1 55.0 1 55.0 1 55.0 1 55.0 1 55.0 1 55.0 1 55.0 1 55.0 1 55.0 55.0 55.0 zjngloilow'NON-IN VERTICAL INTERSECTED LAWSON8501VERTICAL MULLION VERTICAL MULLION Z�NOTe: N. W.90th Street SEE SHEET 23 FOR OTHER EXAMPLES 10/3/2019 Medley, FL 33166 HORIZONTAL -- -- OF NON-INTERSECTED AND INTERSECTED Lucas A.Turner,FLPE#58201 TITLE: ?. MULLIONS MULLIONS. Tumer Eng.&Cons.,Inc., 3 MULL DP CHARTS,CMU,6 ANCHORS,IMPACT -- -- FBPE COA#29779 SERIES: MULLION DRAWN BY:MCL IDATE: 08/09/19 2428 Old Natchez Trc.Trl. MODEL: SCALE: WG.NO Camden,TN 38320 N.T.S. LAW.ML-1901 Ph.941-380-1574 REV.LETTER: IsHEETSHT 8 OF 24 3-1/4"Nnn-Intersected Non-Impucl Mull Design Pressure Chart(PSF) -4 Anchors 1.5"min on center,l"min.edge, NOTE: 3:28 AM Thu Feb 3 000 %? 52%C floridabuilding.org _-I 1 1 m-ovr[a-1 9 of 24 3.1/4"Non-Intersected Non-Lniuct Mull Design Pressure Clmrl(PSF) - 4 Anchors 1.5"min.on center,l"min.edge, NOTE: Solid Conc/Wood/141ehd:1/4"I]co Ultracon in Solid Concrete or Wood,or#12 in Wood or Metal,see Table I.Sheet 23 Opening Size(in.)(WI+W2+1375") CHARTS ON THIS SHEET APPLICABLE WHEN USING 36 42 48 54 60 66 72 76 78` 84 90 96 102 107 3/8 3 1"MULL CLIPS AS SHOWN ON SHEETS 18 AND 22 TO 24 135.0 135.0 135.0 135.0 135,0 135.0 135.0 135.0 135.11 135.0 135.0 135.0 135.0 129.6 4 28 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0R99.8�1 116.7 ATTACH TO OPENING SUBSTRATE,USING THE TYPE 32 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 126.7 107.6 AND QUANTITY OF FASTENERS AS INDICATED IN 36 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 133A 120.1 101.0 CHARTS ON THIS SHEET.WHEN USING 4 ANCHORS, 40 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 129.7 115.8 96.3 DO NOT USE THE FASTENERS IN THE TWO MIDDLE c HOLES IN THE CLIP.ATTACH MULLIONS TO 44 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 128.2 113A 93.0 48 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 128.1 112.6 91.0 OTHER MULLIONS USING"U"-CLIP AS SHOWN ON 50 135.0 135.0 135.0 135.0 135.0 135.11 135.0 135.0 135.0 135.0 128.1 112.E 91►.4 SHEETS 18 AND 22,USING TWO#12 x 4"TEK SCREWS. "' 56 135.0 135.0 135.0 135.0 135.0 134.0 127.7 124.3 122.7 118.8 115.9 112.6 99.7 90.0 60 135.0 135.0 135.0 135.0 129A 121.7 1155 112.1 110.6 106.7 103.5 101.1 993 90.0 63 135.0 135.0 135.0 130.7 1213 113.8 107.8 104.5 103.0 99.0 95.9 933 913 90.0 68 90.0 90.0 90.0 90.0 90.0 90.0 1 88.0 85.0 83.7 80.2 773 75.0 66.5 60.0 72 90.0 911.0 90.0 90.0 90.0 86.5 81.5 78.6 77.3 73.9 71.1 68.7 66S 60.0 75 3/8 90.0 90.0 90.0 90.0 87.4 81.5 76.7 73.9 72.7 693 66.5 64.2 623 60.0 76 90.0 90.0 90.0 1 90.0 86.5 1 80.6 1 75.8 73.1 71.9 1 68S 65.8 1 63.4 61.5 60.0 3.1/4"Intersected Non-Impact Mull Design Pressure Chart(PSF)-4 Anchors 1.5"nun.on center,I"min.edge, Solid Cone/Wood/Metal:1/4"11co Utracon in Solid Concrete or Wood,or#12 in Wood or Metal,see Table 1,Sheet 23 Opening Size(in.)(WI+W2+1375") 36 42 48 54 60 66 72 76 78 84 90 96 102 107 3/S 113 314 114 3/8 24 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 28 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.41 135.0 135.0 135.0 135.0 135.0 132A 122.6 121.7 32 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 131.4 122.0 112.5 111.7 36 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 123.9 114.6 105.2 104.3 40 135.0 1 135.0 135.0 1 135.0 135.0 1 135.0 135.0 135.0 135.0 135.0 135.0 131A 118.7 109.2 99.8 98.9 48 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 127.8 113.6 1033 933 92A �'41S PNO,RE �% p :'.CENS''•.Q i� 50 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 127.8 113.2 102.6 923 91.4 JV: F 56 135.0 135.0 135.0 135.0 135.0 135.0 129.4 125.9 124.4 120.5 1175 1153 113.2 102.1 91.0 90.0 =�j No 58201 60 135.0 135.0 135.0 135.0 131.2 123.4 117.1 113.7 112.1 108.1 104.9 1025 100.6 99.5 91.0 90.0 63 135.0 135.0 135.0 132.5 1 123.0 IISA 1093 105.9 104.4 100.4 97.2 94.6 92.6 91.2 1 90.1 90.0 %9�. STATE of .'40: 68 82.5 82.5 1 82.5 82.5 1 82.5 82.5 81.7 79.0 77.8 745 71.9 69.7 67.9 62.4 55.6 55.0 %O •'e`' o•' V, '. 72 82.5 82.582.5 82.582.5 803 75.7 73.1 71.9 68.7 66.1 63.9 62.0 60.7 55.6 55.0 '%-%BONA E?G%% 75 3/8 82.5 82.582.5 82.581.2 75.7 71.2 68.7 67.5 64.4 61.8 59.7 57.8 56.5 55.1 55.0 1011101111 NON-IVERTICAL MULLION INTERSECTED y LAWSON8501VERTICAL MULLION VERTICAL MULLION `�NorE: N.W.90th Street SEE SHEET 23 FOR OTHER EXAMPLES 10/3/2019 Medley, FL 33166 HORIZONTAL -- -- OF NON-INTERSECTED AND INTERSECTED Lucas A.Turner,FLPE#58201 TITLE: MULLIONS MULLIONS. Turner Eng.&Cons.,Inc., 3-'MULL DP CHARTS,SOLID CONCRETENJOODIMETAL,NON-IMPACT FBPE COA#29779 SERIES: MULLION DRAWN Bv:MCL DATE: 08/09/l9 2428 Old Natchez Trc.Trl. MODEL: SCALE: WG.NO Camden,TN 38320 N.T.S. LAWML•1901 Ph.941-380-1574 REV.LETTER: Is HEFT SHT 9 OF 24 3:28 AM Thu Feb 3 •.. .71 52%C floridabuilding.org h edge: 3-1/4"Non-IntersecledNon•hnpact Mull Design Pressure Chart(PSF)-4 Anchors 15"min.on center,2.5"min. dg NOTE: 1/4"Oco Ultracon in CNIUMasonry.see Table 1,Sheet 23 Opening Size(in.)(1111+W2+1.375") CHARTS ON THIS SHEET APPLICABLE WHEN USING 36 1 42 48 54 60 1 66 72 1 76 78 84 90 96 102 107 3/8 3 1"MULL CLIPS AS SHOWN ON SHEETS 18 AND 22 TO 24 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 129.E ATTACH TO OPENING SUBSTRATE,USING THE TYPE 28 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 125.2 116.7 32 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 126.7 115.8 107.6 AND QUANTITY OF FASTENERS AS INDICATED IN 36 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 133.4 120.1 109.2 101.0 CHARTS ON THIS SHEET.WHEN USING 4 ANCHORS, 40 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 129.7 115.8 104.6 96.3 DO NOT USE THE FASTENERS IN THE TWO MIDDLE c-. 44 135.0 135.0 135.0 1 135.0 132.4 126.9 123.1 1213 120.E 1 119.3 119.0 1 113.4 101.7 93.0 HOLES IN THE CLIP.ATTACH MULLIONS TOOTHER MULLIONS USING"U"-CLIP AS SHOWN ON 48 135.0 135.0 1333 123.7 116.4 1 110.8 106.7 1045 103.6 101.6 100.4 100.0 100.0 91.0 50 135.0 135.0 126.3 116.9 109.7 104.2 100.0 97.8 96.8 94.6 93.1 923 92.2 90.4 SHEETS 18 AND 22,USING TWO#12 X 4"TEK SCREWS. 56 135.0 120.6 109.1 100.4 93.7 88.4 84.2 81.9 80.9 78.4 76.4 75.0 74.1 73.6 z 60 1255 110.8 100.0 91.8 85.3 803 76.2 73.9 72.9 703 683 66.7 65.5 64.7 63 1185 1045 94.1 86.2 80.0 75.1 71.1 68.9 67.9 653 63.2 615 60.2 59.3 68 90.0 90.0 85.7 783 725 67.8 64.0 61.9 60.9 58.4 1 563 545 1 53.1 52.1 W 90.0 89.2 800 72.9 67.4 62.9 593 57.2 563 53.8 51.7 50.0 48.6 475 90.0 84.6 757 69.0 636 593 55.8 53.8 52.9 50.4 48.4 46.7 453 442 90.0 83.8 75.0 683 63.0 1 583 55.2 1 53.2 1 523 49.9 1 47.9 1 46.2 1 44.7 43.7 3-1/4"Intersected Non-Impact Mull Design Pressure Chart(PSF) -4 Anchors 15"min.on center,25"min.edge: 114"Dco Ultracon in CNIU NIasonr ,see Table 1,Sheet 23 Opening Size(in.)(N'1+W2+1.375") 36 42 48 54 60 66 72 76 78 84 90 96 102 107 3/8 113 314 114 3/8 24 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 28 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 132A 122.6 121.7 32 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 131.4 122.0 112.5 111.7 36 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 1239 114.6 105.2 1043 40 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 131.4 118.7 109.2 99.8 98.9 48 135.0 1 135.0 1333 123.7 116A 110.8 106.7 1045 103.6 101.6 100A 100.0 100.0 100.0 933 92.4 ���r ......... 50 135.0 135.0 126.3 116.9 109.7 104.2 100.0 97.8 96.8 94.6 93.1 923 92.2 M47.5 92.2 91.4 J:• .F 56 135.0 120.6 109.1 100.4 93.7 88A 84.2 81.9 80.9 78A 76.4 75.0 74.1 735 73.5 �": No 58201 :�2 9 60 1255 110.8 100.0 91.8 853 803 76.2 73.9 72.9 703 683 66.7 65.5 64.2 64.1 63 1185 1045 94.1 86.2 80.0 75.1 71.1 68.9 67.9 653 63.2 615 60.2 58.6 58.5 ^9�, STATE OF ,'W: WZ 68 82.5 82.5 825 783 72.5 67.8 64.0 61.9 60.9 58A 56.3 545 53.1 51.2 51.1 �'•�O�'�C:�C o a tOP'�, z OP 72 82.5 82.5 80.0 72.9 67.4 62.9 593 57.2 563 53.8 51.7 50.0 48.6 465 46A �'0 llf,NA.E�%%%' 75 3/8 82.5 82.5 75.7 69.0 63.6 593 55.8 53.8 52.9 50.4 48.4 463 453 44.2 431 43.1 VERNONTICAL CALMULLION TEDINTERSECTED LAWSON8501 VERTICAL MULLION VERTICAL MULLION NOTE: N. W. 90th Street SEE SHEET 23 FOR OTHER EXAMPLES 10/3/2019 Medley, FL 33166 HORIZONTAL -- -- OF NON-INTERSECTED AND INTERSECTED Lucas A.Turner,FLPE N58201 TITLE: MULLIONS MULLIONS. Turner Eng.&Cons.,Inc., 3�"MULL DP CHARTS,CMU,4 ANCHORS,NON-IMPACT -- -- FBPE COA N29779 SERIES: MULLION DRAWN BY:MCL DATE: 08/09/19 2428 Old Natchez Trc.Trl. EEL' SCALE: WG.NO Camden,TN 38320 N.T.S. LAW.ML-1901 Ph.941-380-1574 REV.LETTER: IS HEETSHT 10 OF 24 3-1/4"Non-Intersected Non-Impact Mull Design Pressure Chart(PSF)-6 Anchors 1.5"min.on center,25"1n)n.edge: uf%r=- 0:28 AM Thu Feb 3 000 ^ 5 2%C floridabuilding.org Ph.941-380-1574 EV.LETTER: HEETSHT 10 OF 24 11 of 24 3-1/4"Non-IntersecledNondmpacl Mull Design Pressure Chart(PSF)-6 Anchors 1.5"min.on center,25"nun.edge: NOTE. 1/4"Dco Utracon in CNIUNIasonrV,see Table 1,Sheet23 Opening Size(in.)(WI+W2+1375") CHARTS ON THIS SHEET APPLICABLE WHEN USING 36 42 48 54 60 66 72 1 76 78 84 90 96 102 107 3/8 3 1"MULL CLIPS AS SHOWN ON SHEETS 18 AND 22 TO 24 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 129.6 4 28 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 125.2 116.7 ATTACH TO OPENING SUBSTRATE,USING THE TYPE 32 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 126.7 115.8 107.6 AND QUANTITY OF FASTENERS AS INDICATED IN 36 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 133.4 120.1 109.2 101.0 CHARTS ON THIS SHEET.ATTACH MULLIONS TO 40 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 129.7 115.8 104.6 963 OTHER MULLIONS USING"U"-CLIP AS SHOWN ON 44 135.0 135.0 135.0 135.0 1 135.0 135.0 135.0 135.0 135.0 1 135.0 128.2 1 113A 101.7 93.0 SHEETS 18 AND 22,USING TWO#12 x 3"TEK SCREWS. 48 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 128.1 112.6 100.1 91.0 4 d 50 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 128.1 112.6 99.8 90.4 56 135.0 135.0 135.0 135.0 135.0 132.6 1263 122.9 121.4 117.6 114.6 1125 99.7 90.0 60 135.0 135.0 135.0 135.0 128.0 120A 1143 110.9 109.4 105.5 102.4 100.0 98.2 90.0 63 135.0 135.0 135.0 1293 120.0 112.6 106.7 1033 101.9 98.0 94.8 92.3 90.4 90.0 68 90.0 90.0 90.0 90.0 90.0 90.0 88.0 85.0 83.7 80.2 77.3 75.0 66.5 60.0 72 90.0 90.0 1 90.0 1 90.0 1 90.0 1 S6S 81.5 78.6 77.3 73.9 71.1 68.7 66.5 60.0 75 3/8 90.0 90.0 90.0 90.0 87A 81.5 76.7 73.9 72.7 693 66.5 64.2 623 60.0 76 90.0 90.0 90.0 90.0 86S 80.6 75.8 73.1 71.9 68S 65.8 63.4 61.5 60.0 3-1/4"Intersected Non-Impact Mull Design Pressure Chart(PSF) -6 Anchors 15"min.on center,25"min.edge: 1/4"11co Utracon in CNIU Mason ,see Table 1.Shect 23 OpeningSize(in.)(%Vl+W2+1.375") 36 42 48 54 60 66 72 76 78 84 90 96 102 107 3/8 113 314 114 3/8 24 135.0 135.0. 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 28 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 132A 122.6 121.7 32 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 131A 122.0 112.5 111.7 36 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 1239 114.6 105.2 1043 e 40 135.0 1 135.0 135.0 1 135.0 135.0 1 135.0 135.0 135.0 135.0 135.0 135.0 131A 118.7 109.2 99.8 98.9 48 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 127.8 113.6 1 1033 933 1 92A ,,`%,sssPNOREW�pGi'�i `��Gpc2,.��C E N SF•.;P,y�i�i 50 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 127.8 113.2 102.6 923 91A :,t• No 58201 •�� 56 135.0 135.0 135.0 135.0 135.0 132.6 1263 122.9 121A 117.6 114.6 1125 111.1 102.1 91.0 90.0 60 135.0 135.0 135.0 135.0 128.0 120.4 1143 110.9 109A 1055 102.4 100.0 98.2 97.1 91.0 90.0 63 135.0 135.0 135.0 1293 120.0 112.6 106.7 103.3 101.9 98.0 94.8 923 90.4 90.0 87.9 87.8 S P'.0. STATE OF :'�: 68 82.5 82.5 82.5 82.5 82.582.5 81.7 79.0 77.8 745 71.9 69.7 67.9 62.4 55.6 55.0 '1, <o R 1 p P N?;: 72 82S 82.5 1 82.5 1 82.5 1 82.5 1 80.3 75.7 73.1 71.9 68.7 66.1 63.9 62.0 60.7 55.6 55.0 ��'4's/ON ... . `sp 753/8 82.5 1 82.5 1 82.5 1 82.5 81.2 75.7 71.2 68.7 67.5 64.4 61.8 59.7 57.8 56.5 55.1 55.0 �nn1L'ui%% NON-INTERSECTED INTERSECTED VERTICAL MULLION VERTICAL MULLION LAWSON8501 N.W. 90th Street NOTE: �x SEE SHEET 23 FOR OTHER EXAMPLES HORIZONTAL -- -- OF NON-INTERSECTED AND INTERSECTED 10/3/2019 Medley, FL 33166 MULLIONS MULLIONS. Lucas A.Turner,FLPE N58201 TITLE: .� Turner Eng.&Cons.,Inc., 3 MULL DP CHARTS,CMU,6 ANCHORS,NON-IMPACT FBPE COA N29779 SERIES: MULLION DRAWN Bv:MCL DATE: O8/09/19 2428 Old Natchez Trc.Trl. MODEL, SCALE: N.T.S. WG.NO Camden,TN 38320 LAW-ML-1901 Ph.941-380.1574 REV.LETTER: ISHEETSHT 11 OF 24 3:29 AM Thu Feb 3 000 ^ 52%C floridabuilding.org 27 l` 'TA': 4"Non•Intersected lmpacl Resistant Dlull Design Pressure Churt(PSF)-4 Anchurs 1.5"ndn.on center,I"into.edge, Solid Cone/Wood/bkhd:1/4"Nco Uitrucun In Solid Concrete or Wood or#12In{Mood or Metal,see Table I.Slice(23 O ninL Size(in.)(Wl+W2+1.375") 36 42 48 54 60 66 72 76 78 84 90 96 101.38 107.38 113.75 114.38 120 12138 1o50 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 30.0 30.0 NON-INTERSECTED INTERSECTED VERTICAL MULLION VERTICAL MULLION 56 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 30.0 30.0 60 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 30.0 30.0 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 30.0 30.0 68 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 n/a n/a HORIZONTAL MULLIONS 72 80.0 80.0 80.0 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 n/u n/a 2 7S375 80.0 80.0 80.0 80.0 80.0 1 80.0 80.0 1 80.0 80.0 1 80.0 1 80.0 80.0 80.0 80.0 70.0 70.0 tilo I n/a $ 76 80.0 $0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 n/u n/a nlu n/u 78 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 n/a Nu: n/a n/u 80 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 n/a n/a n/a n/a 3 84 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Na n/a Wu n/a 88 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 du o/a n/a n/a n/a 90 40.0 40.0 1 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a n/u n/a NOTE: 96 aD.o 40.0 40.0 40.0 1 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/n nla n/a n/a n/a SEE SHEET 23 FOR OTHER EXAMPLES 100 1 40.0 40.0 40.0 a0.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/u n/a n/a n/u nlu OF NON-INTERSECTED AND INTERSECTED 108 40.0 40.0 40.0 40.D a0.0 40.0 40.0 a0.(1 a0.0 a0.0 a0.0 40.0 40.0 n/a du n/a n/a 12 MULLIONS. 113.75 40.0 40.0 4D.0 a0.0 a0.0 40.0 40.0 40.0 40.0 40.0 39.6 37A 35.7 n/u n/u n/a Gila nlu 12138 30.0 30.0 30.0 30.0 30.0 30.0 1 30.0 1 30.0 1 30.0 1 30.0 1 30.0 1 30.0 29.1 da I n/a n/a n/a nlu 4"Intersected hoped Resishml Dlull Design Pressure Chart(PSF)-4 Anchors 1.5 into.on center,I"min.edge, Solid Cone/Wood/11 fetid:114"Hco Utracon in Solid Concrete or Wood or#12 In Wood or]Metal,see Tube 1.Shect 23 Omni ng Size(Ia.)(IV I+W2+1375") 36 42 48 54 60 66 72 1 76 78 84 1 90 96 10138 1 10738 113.75 114.38 Up Io50 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 56 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 NOTE' 60 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 63 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.D CHARTS ON THIS SHEET APPLICABLE WHEN USING 68 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.11 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 72 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 4"MULL CLIPS AS SHOWN ON SHEETS 19 AND 22 TO 2 75375 70.0 1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 ATTACH TO OPENING SUBSTRATE,USING THE TYPE s 76 40.0 40.0 40.0 40.0 40.0 40.0 1 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a I n/a n/a AND QUANTITY OF FASTENERS AS INDICATED IN 78 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 Na I n/a tiln CHARTS ON THIS SHEET.WHEN USING 4 ANCHORS, 80 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a I n/a n/a DO NOT USE THE FASTENERS IN THE TWO MIDDLE 84 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n1a o/a HOLES IN THE CLIP.ATTACH MULLIONS TO 88 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a OTHER MULLIONS USING"U"-CLIP AS SHOWN ON 90 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 nla n/a n/u 96 40.0 40.0 1 40.0 40.0 40.0 40.0 40.0 1 40.0 40s0 40.0 40.0 40.0 40.0 n/a n/a n/a SHEETS 18 AND 22,USING TWO#12 x 4'TEK SCREWS. too 40A 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a Wa 108 40A 40.0 40.0 10.0 411.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a 113.75 40.0 40.0 40.0 40.0 40.0 40.0 4D.0 40.0 1 40.0 40.0 39.6 37A 35.7 Wa n/o n/a 12138 30.0 30.0 30.0 1 30.0 1 30.0 1 30.0 30.0 30.0 1 30.0 30.0 30.0 1 30.0 1 29.1 1 du 11/11 11/u `,Jtgtlrlrrq,,rr p pNOREH,�.�� LAWSON oPy':....E"s %FGRti'- 8501 N. W. 90th Street No 59201 �� 10/3/2019 Medley, FL 33166 Lucas A.Turner,FLPE#58201 TITLE:4'MULL DP CHARTS.SOLID CONCRETEMOOD/METAL.IMPACT %9; STATE of ,�kai: Turner Eng.&Cons.,Inc., O., �IVQ FEIPE COA#29779 SERIES: MULLION DRAWN BY:MCL DATE: 08/09/19 0SS�ONA4E?G�?`,, 24 Ph den,N 83 28 Old Natchez T Tfl. MODEL: SCALE: N.T.S. ". LAW-ML•1901 SHT 12 OF 24 4"Non-Intersectedhnpacl Resistant Afull Design Pressure Chart(PSF)-4 Anchors 15"into.on center,25"into.edge: 3:29 AM Thu Feb 3 s•• ^ 5 2%C floridabuilding.org i 13 of 24 4"Non-Intersected Impact Resistant Atoll Design Pressure Chart(PSF)-4 Anchors 1.5"min.on center,25"min.edge: 1/4"Elea Utracon in CAfUAlasonrp,see Table 1,Sheet 23 Opening Size(in.)(Wl+1V2+1375") NON-INTERSECTED INTERSECTED 36 42 48 54 60 66 72 76 78 84 90 96 1013E 1073E 113.75 11438 120 12138 VERTICAL MULLION VERTICAL MULLION Up to 50 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 30.0 30.0 56 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.4 76.4 75.0 74.1 73.6 70.0 70.0 30.0 30.0 60 80.0 80.0 80.0 80.0 80.0 80.0 762 73.9 72.9 703 683 66.7 65.6 64.7 64.2 64.1 30.0 30.0 HORIZONTAL 63 80.0 80.0 80.0 80.0 80.0 75.1 71.1 689 679 653 632 615 60.4 59.3 58.6 585 30.0 30.0 MULLIONS 68 80.0 80.0 80.0 78.3 725 67.8 64.0 619 60.9 58A 563 545 533 52.1 51.2 51.1 n/a n/a -- -- 72 80.0 80.0 80.0 1 72.9 67A 62.9 593 57.2 563 53.8 51.7 50.0 48.7 475 465 46.4 n/a n/a 75375 80.0 80.0 75.7 69.0 63.6 593 1 55.8 53.8 1 52.9 50A I 48.4 1 46.7 45.4 1 442 432 43.1 n/a n/a t 76 80.0 80.0 75.0 683 63.0 58.7 552 532 523 499 47.9 462 44.9 43.7 n/a n/a n/a n/a 78 80.0 80.0 72.7 66.1 61.0 56.8 533 51A 505 48.1 46.1 44A 432 419 n/a n/a n/a n/a „1 80 80.0 789 70.6 64.2 59.1 55.0 51.6 49.7 48.8 465 445 429 41.6 40.4 n/a n/a n/a n/a e 84 80.0 74.6 66.7 605 55.7 51.7 485 46.6 45.8 435 41.6 40.0 38.7 375 n/a 11/a a/a a/a 5 88 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.1 375 363 n/a n/a n/a n/a a/a NOTE: 90 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.8 379 36A 352 n/a n/u n/a n/a n/a SEE SHEET 23 FOR OTHER EXAMPLES 96 40.0 40.0 40.0 40.0 1 40.0 40.0 40.0 1 39.4 38.6 1 36.6 34.8 333 1 322 n/a n/a n(a n/a n/a OF NON-INTERSECTED AND INTERSECTED 100 40.0 40.0 40.0 40.0 40.0 40.0 39.0 37A 36.7 34.7 33.0 31.6 30.4 da m/a a/a n/a n/a MULLIONS. 108 40.0 40.0 40.0 40.0 40.0 38.2 35.6 34.1 33.4 315 299 28.6 275 n/a da m/a E a n/a 113.75 40.0 40.0 40.0 40.0 38.9 359 33A 32.0 313 29.6 28.1 26.7 25.7 m/a do a/a o/a n/a 12138 30.0 30.0 30.0 30.0 30.0 1 30.0 30.0 29.6 29.0 1 273 1 25.9 1 24.6 1 23.7 n/a n/a Ida n/a I n/a 4"Intersected Impact Resistant Alatl Design Pressure Chart(PSF)-4 Anchors IS"min.on center,25"min.edge: 1/4"Flco Utracon in CAfU Alasonry,see Table 1,Sheet 23 Opening Size(in.)(W1+IV2+1375") 36 42 48 54 60 66 72 76 78 84 90 96 1013E 1073E 113.75 1143E Up to 50 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 56 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 60 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 683 66.7 65.6 64.7 642 64.1 NOTE: 63 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.9 679 653 632 615 60.4 593 58.6 585 68 70.0 70.0 70.0 70.0 70.0 67.8 64.0 619 609 58.4 563 545 533 52.1 512 51.1 CHARTS ON THIS SHEET APPLICABLE WHEN USING 72 70.0 70.0 70.0 70.0 67A 629 1 593 572 563 53.8 51.7 50.0 48.7 475 465 46A 4"MULL CLIPS AS SHOWN ON SHEETS 19 AND 22 TO 75375 70.0 70.0 1 70.0 69.0 63.6 593 55.8 53.8 1 529 50A 48A 46.7 45.4 442 432 43.1 ATTACH TO OPENING SUBSTRATE,USING THE TYPE 76 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a Ufa ula 78 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 1 n/a. n/a n/a AND QUANTITY OF FASTENERS AS INDICATED IN 80 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 nla We We CHARTS ON THIS SHEET.WHEN USING 4 ANCHORS, 84 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 38.7 n/a n/a n/a DO NOT USE THE FASTENERS IN THE TWO MIDDLE 88 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.1 375 363 n/a m/a n/a HOLES IN THE CLIP.ATTACH MULLIONS TO 90 1 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.8 37.9 36A 35.2 via n/a n/a OTHER MULLIONS USING"U"-CLIP AS SHOWN ON 96 40.0 40.0 40.0 40.0 40.0 40.0 1 40.0 1 39A 38.6 36.6 34.8 1 333 322 n/a Ufa a/a 100 40.0 40.0 40.0 40.0 40.0 40.0 39.0 37A 36.7 34.7 33.0 31.6 30.4 n/a n/a Ufa SHEETS 18 AND 22,USING TWO#12 X 4"TEK SCREWS. 108 40.0 40% 40.0 40.0 40.0 382 35.6 34.1 33.4 315 299 28.6 275 n/a n/a n/a 11335 40.0 40.0 40.0 40.0 38.9 35.9 331 32.0 313 29.6 28.1 26.7 25.7 da da m/a 12138 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 Nila/a n/a n/a ,,�puuurprr�, �'%VPO. �E"SF'•�ti ZLAWSON 8501 N.W.90th Street No 58201 :�: 10/3/2019 Medley, FL 33166 *r k *= Lucas A.Tumer,FLPE#58201 TITLE. 9; STATE OF , : Tumer Eng.&Cons.,Inc., 4'MULL DP CHARTS,CMU,4 ANCHORS,IMPACT O•. 4r: FEIPE GOA#29779 SERIES: MULLION DRAWN BY:MCL DATE: 08/09/19 % Old Natchez Trc. SS�ONAi E?G�=, 2428Ph den,TIN BO 832 Td MODEL: SCALE:REV.LE N.T.S. DWG G. aW-ML-1901 SHT 13 OF 241 4"Non-Intersecled impact Resistant A1ull Design Pressure Chart(PSF)-6 Anchors 1.5"min.on center,25"min,edge: 1/4"Flco Utrucon in CAIU Atasoarv.see Table 1.Sheet 23 3:29 AM Thu Feb 3 ••• 52%C floridabuilding.ord 0 14 Of 24 4"Non-Intersected hnyct Resistant hlull Design Pressure Chart(PSF)-6 Anchors 1.5"ndn.on center,25"min.edge: 1/4"13co Lllrucon In CAIU hLconrv,sec Tude I.Sheet 23 Opening Sizc(In.)(Wl+W2+1375") 36 42 48 54 60 66 1 72 1 76 78 84 90 96 101.38 10718 1 113.75 114-IS 120 121.38 NON-INTERSECTED INTERSECTED VERTICAL MULLION VERTICAL MULLION UP to50 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 30.0 30.0 56 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 $0.0 80.0 80.0 80.0 70.0 70.0 30.0 30.0 60 80.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 30.0 30.0 HORIZONTAL -- 63 80.0 80.0 80.0 80.o 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 30.0 30.0 MULLIONS 68 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 79.9 78.2 70.0 70.0 o/a n/a 72 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.6 75.0 73.1 71.3 69.7 69.6 n1a 11/a e 75375 80.0 1 80.0 80.0 80.0 80.0 1 80.0 80.0 80.0 1 793 75.7 72.6 1 70.1 68.1 663 64.7 64.6 n/a n/a s 76 80.0 80.0 80.0 80.0 80.0 80.0 80.0 79.8 78A 74.8 71.8 69.2 673 655 n1a n/a n/a n1a 78 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.1 75.7 72.2 69.2 66.7 64.7 62.9 n1a n/a n/a n/a a` 80 80.0 80.0 80.0 80.0 80.0 80.0 77.4 74.5 73.2 69.7 66.8 643 62.4 60.6 n/a n/a n/a n/a- 3 84 80.0 80.0 80.0 80.0 80.0 77.6 72.7 70.0 68.7 653 62A 60.0 58.1 563 ala Nu n/a n/a 88 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 a/o a/a n/a n/a Nu NOTE: 90 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a rVa nlu n1a n/a SEE SHEET 23 FOR OTHER EXAMPLES 96 40.0 40.0 40.0 40.0 40.0 40.0 40.0 1 40.0 40.0 1 40.0 1 40.0 40.0 40.0 n1a Ida n/a n1a n/a OF NON-INTERSECTED AND INTERSECTED 100 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 1 n1a n1a n/a n/a n/a MULLIONS. 108 40.0 40.0 40.0 40.0 40.0 40.0 1 40.0 1 40.0 ]0.0 0.0 40.0 40.0 40.0 40.0 du du n/a n/a n/a 113.75 40.0 a0.0 40.0 40.0 40.0 ao.0 42 .0 10.0 40.0 39.6 37.4 35.7 nla r/a d. N n/a 12138 30.0 30.030.0 30.0 30.0 3U.0 30.0 30.0 0.0 30.0 310 30.0 29.1 du n/a n/a da n1a 4"Intersected inquet Resistant Mull Design Pressure Chart(PSF)-6 Anchors 1.5"min,on center,25"min.edge: 1/4"t]co Lilracon in CAN Nhisonrv,see Tulle 1.Sheet 23 Opening Size(in.)(WI+W2+1375") 36 42 48 54 60 66 72 76 78 1 84 90 96 10118 10718 113.75 11438 Up to 50 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 56 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 60 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 683 66.7 65.6 64.7 64.2 64.1 63 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.9 67.9 653 63.2 615 60A 593 58.6 585 68 70.0 70.0 70.0 70.0 70.0 67.8 64.0 61.9 60.9 58.4 563 545 533 52.1 51.2 51.1 NOTE' 72 70.0 70.0 70.0 70.0 67.4 62.9 593 57.2 563 53.8 51.7 50.0 48.7 47.5 46.5 46A " 75375 70.0 1 70.0 70.0 1 69.0 63.6 1 593 1 558 53.8 52.9 50.4 1 48.4 1 46.7 45.4 44.2 43.2 43.1 = 76 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n1a n/a CHARTS ON THIS SHEET APPLICABLE WHEN USING 78 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a 4"MULL CLIPS AS SHOWN ON SHEETS 19 AND 22 TO a So 40.0 ao.o 4B.o 40.o ao.o ao.o 40.0 40.0 40.o ao.o ao.o 4o.a /a na n/a ATTACH TO OPENING SUBSTRATE,USING THE TYPE M 84 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 38.7 Na rla n/a AND QUANTITY OF FASTENERS AS INDICATED IN 88 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.1 37s 363 rla nla n1a CHARTS ON THIS SHEET.ATTACH MULLIONS TO 90 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.8 37.9 36A 35.2 r/a No n/a OTHER MULLIONS USING"U"-CLIP AS SHOWN ON 96 40.0 40.0 1 40.0 40.0 40.0 40.0 40.0 1 39.4 38.6 1 36.6 348 333 32.2 n/a n/a n1a 100 40.0 �40.0 40.0 40.0 40.0 40.0 39.0 37.4 36.7 343 33.0 31.6 30.4 rill nla r/a SHEETS 18 AND 22,USING TWO#12 x 4'TEK SCREWS. 108 40.0 40.0 40.0 40.0 381 35.6 34.1 33A 31.5 299 28.6 275 Iva du n/a 113.75 40.0 40.0 40.0 38.9 35.9 33A 32.0 313 29.6 28.1 26.7 25,7 Na rla n/a 12138 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 3U.0 29.1 du I n1a n1a pµnupyr ,,,`p"'%ApREW r.,,, �� LAWSON VPS:�lCEF1gFG�Q,y�� 8501 N. W. 90th Street No 58201 •%-p 10/3/2019 Medley, FL 33166 * * *= Lucas A.Tumer,FLPE#58201 TITLE:4"MULL DP CHARTS,CMU,6 ANCHORS,IMPACT 9 STATE OF Turner Eng.&Cons.,Inc., 10 . •�u.` FBPE COA N29779 SERIES: MULLION DRAWN BY:MCL DATE: 08/09/19 �1- ;6"..4 O R O P G��j`� 2428 Old Natchez Trc.Trl. MODEL: GALE: N.T.S. WG.No ,,/;'9/0NtAl Iti Camden,`N`,, Ph. T 0 832 REV.LETTER: HEET LbW ML-1901 SHT 14 OF 24 4"Non-Intersected Non-Iminct Atoll Design Pressure Churl(PSn-4 Anchors IS"ndn.on center,1"min.edge, Solid Cone/Wood/M1etal:1/4"Flco L7tracon in Solid Concrete or\food or N l2 in Wood or Aletal,see Talk 1.Sheet 23 3:29 AM Thu Feb 3 000 -- 5 2%C floridabuildirig.org 15 of 24 4"Non-1nlersecledNon-1rnpocl Alull Design Pressure Chart(PSE)-4 Anchors IS"min.on center,1"min.edge, Solid Conc/Wood/Metal:1/4"Elco Ultracon in Solid Concrete or Wood,or N 12 in Wood or 1lietal,sec Table I.Shecl 23 O nin Size(In.)(WI+W2+1375") 36 42 48 54 60 66 72 1 76 1 78 84 90 96 HH-48 1n738 113.75 1 11438 120 12138 NON-INTERSECTED INTERSECTED 24 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.2 105.0 105.0 45.0 45.0 VERTICAL MULLION VERTICAL MULLION 28 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1122 103.8 95.3 94.7 42S 423 32 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.6 103.9 95.6 875 86.8 39.2 38.6 36 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.6 1068 98.0 89.7 818 81.1 365 35.9 _ 40 120.0 120.0 120.0 12U.0 120.0 120.0 120.0 120.0 120.0 120.0 1153 102.9 93S 85.6 77.6 77.0 345 33.9 HORIZONTAL -- 44 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 113.9 100.8 913 82.7 74.6 73.9 33.0 32.5 MULLIONS 48 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 113.9 100.1 90.0 80.9 725 71.9 32.0 31.4 50 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 113.9 100.1 x9.8 80.4 71.8 71.1 31.6 31.0 56 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 113.9 100.1 898 80.0 70.8 70.0 30.8 302 60 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1139 100.1 898 80.0 1 708 70.0 30.7 30.0 2 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 113.9 100.1 898 80.0 708 70.0 30.0 30.0 = 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 113.9 100.1 898 80.0 708 70.0 n/n do 72 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.9 114.6 1102 100.1 898 80.0 708 70.0 da du 75375 120.0 120.0 120.0 120.0 120.0 120.0 118.9 114.6 112.7 1075 1032 995 898 80.0 702 70.0 n/a n/a NOTE: 3 76 120.0 120.0 120.0 120.0 120.0 120.0 117.6 1133 111.4 1063 102.0 98.4 898 80.0 n/a n/n du n/a SEE SHEET 23 FOR OTHER EXAMPLES 78 120.0 120.0 120.0 120.0 120.0 120.0 113.7 1095 107.6 1025 983 94.7 89.8 80.0 da n/a n/a do OF NON-INTERSECTED AND INTERSECTED 80 120.0 120.0 120.0 120.0 120.0 117.1 110.0 105.9 104.0 99.1 94.9 913 88.6 80.0 190 n/a da n/a MULLIONS. 84 120.0 120.0 120.0 120.0 118.E 1102 1033 99.4 97.6 928 88.7 852 82.6 80.0 n/n n/n n/a do 88 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 583 508 44.6 40.0 Ida Two 11/0 Ilia du 90 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 583 50.8 44.6 40.0 Ida da da do n/a 96 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 56.9 50.8 44.6 40.0 da da da n/a n/a 100 60.0 60.0 60.0 60.0 600 60.0 60.0 582 57.1 54.0 $0.x 44.6 40.0 do n/a do n/a do 108 60.0 60.0 60.0 60.0 c0.0 59A 553 53.0 51.9 49.1 465 44.1 40.0 da Ida da n/a Ida 113.75 60.0 60.0 60.0 60.0 572 $2.4 1 483 1 46.0 1 44.9 1 42.0 1 39.6 37A 35.7 do do da da do 12138 45.0 45.0 1 45.0 45.0 45.0 422 1 392 1 375 1 368 1 34.4 1 323 305 29.1 n/a d0 du n/a du 4"Intersected Non•Impucl Mull Design Pressure Chart(I:SE)-4 Anchors IS"ndn.on center,I"min.edge, Solid Conc/Wood/Metal:1/4"Elea Lltracon in Solid Concrete or Wood or 012 in Wood or A1chd.sec Tole I,Shcel23 NOTE: Opening Size(in.)(WI+W2+1375") 36 42 48 54 60 66 72 76 7x x4 90 96 1 111138 10738 113.75 114-18 CHARTS ON THIS SHEET APPLICABLE WHEN USING 24 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 103.0 953 to.7 4"MULL CLIPS AS SHOWN ON SHEETS 19 AND 22 TO 28 105.0 105.0 1U5.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 IU5.0 105.0 103.0 953 94.7 rtttrerp 32 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 1Us.o 105.0 105.0 105.0 103.1 94.9 875 86.ii ��%%`PNOREW�T i ATTACH TO OPENING SUBSTRATE,USING THE TYPE 36 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 973 89.1 x1.8 81.1 `��`Q5;•�cErvs•.Gp�,, AND QUANTITY OF FASTENERS AS INDICATED IN 40 105.0 105.0 t05.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 1022 932 84.9 77.6 77.0 �.JVr'` s••'•?i�'s CHARTS ON THIS SHEET.WHEN USING 4 ANCHORS, 44 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 100.1 90.7 82.1 74.6 739 �r No 5s201 . = DO NOT USE THE FASTENERS IN THE TWO MIDDLE 48 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 99A 89A 803 725 71.9 so 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 99A 89.1 79.8 71.8 71.1 HOLES IN THE CLIP.ATTACH MULLIONS TO 56 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 10s.0 99A 89.1 79.4 70.8 70.0 :moo;• STATE OF :1w� OTHER MULLIONS USING"U"-CLIP AS SHOWN ON 60 105.0 105.0 I05.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 99A 89.1 79.4 708 70.03n v 63 105.0 1Us.o 105.0 1U5.0 105.0 los.o 105.0 105.0 105.0 105.0 102.8 99A 89.1 79.4 70.8 70.0 •, s/0••••"Et���.` SHEETS 18 AND 22,USING TWO#12 x 4 TEK SCREWS. 68 105.0 105.0 105.0 105.0 105.0 105.0 104.0 100.6 99A 94.9 91.5 88.7 86.6 79.4 70.87U.0 ��ruu a alo 72 105.0 105.0 105.0 105.0 105.0 1023 963 93.0 915 87.4 114.1 813 792 772 708 70.0 75375 105.0 105.0 105.0 1U5.0 103A 96.4 90.7 87.4 85.9 82.0 78.7 759 738 71.9 70.2 70.0 3 76 60.0 69.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 583 50.8 44.6 40.0 Ufa do da 78 60.0 60.0 60.0 6 .0 60.0 6 . 6 .0 60.0 6 . 583 50.8 44.6 0.0 da da n/a LAWS ®� xo 60.0 60.0 60.0 60.o 60.0 600.00 60.0 60.0 6 0.0 4 583 50.8 44.6 0.0 da da n/a8501 N.W. 90th Street 84 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 583 50.8 44.6 40.0 du da da 88 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 583 50.8 44.6 40.0 da n/a da 10/3/2019 Medley, FL 33166 90 60.0 69.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 583 508 44.6 40.0 do Ida da Lucas A.Turner,FLPE#58201 TITLE:q•MULL DP CHARTS.SOLID CONCRE7EAVOOD/METAL.NON-IMPACT 96 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 56.9 50.8 44.6 40.0 Idada du Turner Eng.&Cons.,Inc., 100 60.0 60.0 60.0 60.0 60.0 60.0 60.0 582 57,1 54.0 50.8 44.6 40.0 n/a n/a n/a FSPE COA#29779 SERIES: MULLION DRAWN BY:MCL DATE: 08/09/19 108 6U.0 60.0 60.0 60.0 6U.0 59.4 553 53.0 519 JY.It 46.5 44.1 40.0 du da da 2428 Old Natchez Trc.TH. MODEL: SCALE: DWG.NO 113.75 60,0 60.0 6U.0 60.0 57.2 52.4 4x3 J6.0 44.9 42.t1 39.6 37A 35.7 da do do Camden,TN 38320 N.T.S. LAW.ML-1901 12138 45.0 45.0 45.0 45.0 45.0 422 392 375 368 34.4 323 305 29.1 n/a da do Ph.941-380-1574 REV.LETTER: HEETSHT 15 OF 24 4"Non-InterseetedNon-hmnct Alull Design Pressure Chart(PSF)-4 Anchors IS"min.on center,25"min.etc: ):29 AM Thu Feb 3 ••• 52%C floridabuilding.org G -1_1-I2I38T45.07T745-.0-1 4s0-►45:0-1-45-.0-T-423-►-393-1-3TS--36-S-1-T4A-T-323-T-30S)-291-r o�Tn-1-o n Yn.94TJt50-1�%�-� r.L 11"Fr""SHT 15 OF 241 16 of 24 4"Non-Intersected Non-ln pact I1hdl Design Pressure Chart(PSF)-4.lnchors 1.5"min.an center,25"min.edge- 1/4"Bea Lltracon in CINIU Masonr•,see Table 1,Sheet 23 Opening Size(in.)(Wl+11'2+1375") NON-INTERSECTED INTERSECTED 36 42 48 54 60 66 72 1 76 78- 84 1 90 96 101.38 10738 113.75 11438 120 1213E VERTICAL MULLION VERTICAL MULLION 24 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.2 105.0 1 105.0 45.0 45.0 28 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1122 103.8 953 94.7 42.9 423 32 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.6 103.9 95.6 875 868 392 38.6 36 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.6 1068 98.0 89.7 81.8 81.1 365 35.9 HORIZONTAL 40 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1153 102.9 93.9 85.6 77.6 77.0 34.5 33.9 MULLIONS 44 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1193 1139 100.8 913 82.7 74.6 739 33.0 325 48 120.0 120.0 120.0 120.0 116.4 1108 106.7 1045 103.6 101.6 100A 109.0 90.0 809 725 719 32.0 31.4 50 120.0 120.0 120.0 116.9 109.7 1042 100.0 97.8 968 94.6 93.1 923 89.8 80.4 718 71.1 31.6 31.0 56 120.0 120.0 109.1 100A 93.7 89.4 $42 81.9 809 78.4 76.4 75.0 74.1 73.6 708 70.0 30.8 302 60 120.0 110.8 100.0 91.8 853 803 76.2 73.9 72.9 703 683 66.7 65.6 64.7 642 64.1 30.7 30.0 •5 63 1185 1045 94.1 86.2 80.0 75.1 71.1 68.9 679 653 63.2 615 60.4 593 58.6 58.5 30.0 30.0 68 108S 95.4 85.7 783 725 678 64.0 61.9 609 58A 563 545 533 52.1 511 51.1 n/a do 72 101.6 89.2 80.0 72.9 67A 629 593 57.2 563 538 51.7 50.0 48.7 475 465 46A n/a n/a SEE SHEET 23 FOR OTHER EXAMPLES 75375 96.4 84.6 75.7 69.0 63.6 593 55.8 538 529 50.4 48.4 46.7 45.4 441 432 43.1 de n/a SEE NON-INTERSECTED AND INTERSECTED 76 955 83.8 75.0 683 63.0 58.7 SS2 S31 523 49.9 479 461 44.9 43.7 n/a .n/a n/a n/a MULLIONS. 78 928 813 72.7 66.1 61.0 568 533 SIA 505 48.1 46.1 44A 432 41.9 W. do n/a Rea 80 90.1 78.9 70.6 64.2 59.1 55.0 51.6 49.7 488 465 445 42.9 41.6 40A n/a Iva n/a da 84 1 853 74.6 66.7 60S 55.7 S1.7 485 46.6 458 435 41.6 40.0 38.7 375 Iva Ida n/a da 88 60.0 60.0 60.0 573 52.6 488 45.7 43.9 43.1 409 39.1 375 363 n/a n/a da n/a a/a 90 60.0 60.0 60.0 55.8 512 475 44.4 42.7 41.9 39.8 37.9 36A 352 n/a da n/a Ida n/a 96 60.0 60.0 57.1 51.7 47A 43.9 41.0 39A 38.6 36.6 348 333 32.2 Ufa da .n/a n/a. da too 60.0 60.0 545 493 452 418 39.0 37A 36.7 34.7 33.0 31.6 30.4 Ufa da n/a n/a n/a 109 60.0 563 50.0 4S.1 413 381 35.6 34.1 33A 315 299 28.6 275 n/a n/a Ida n/a da 113.75 60.0 53.1 472 42.6 389 359 33.4 32.0 313 29.6 28.1 26.7 25.7 da do da da do 12138 45.0 45.0 43.9 39.6 36.1 333 31.0 29.6 29.0 273 259 24.6 23.7 da n/n do da n/a 4"ln(ersected Non-hnpnct Ahdl Design Pressure Chart(PSF)-4 Anchors 1.5"min.on center,25"min.edge: 1/4"Hco Lltracon in COIU hIasorwy scc Tahlc 1.Sheet 23 NOTE' Opening Size(In.)(WI+W2+1375") 36 42 48 54 60 66 72 1 76 78 84 90 96 10138 10738 113.75 11438 CHARTS ON THIS SHEET APPLICABLE WHEN USING 24 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 28 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 103.0 953 94.7 %0 140REW'fj� 4"MULL CLIPS AS SHOWN ON SHEETS 19 AND 22 TO 32 105.0 105.0 105.0 105.0 105.0 10S.0 105.0 105.0 105.0 10S.0 105.0 105.0 103.1 949 87.5 86.8 �J`pyr•�CENS'•;�p''; ATTACH TO OPENING SUBSTRATE,USING THE TYPE 36 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 973 89.1 81.8 81.1 JV:'`' F '•?�n; AND QUANTITY OF FASTENERS AS INDICATED IN 40 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 185.0 105.0 105.0 1021 932 849 77.6 77.0 No 59201 1-4? CHARTS ON THIS SHEET.WHEN USING 4 ANCHORS, 44 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 100.1 90.7 82.1 74.6 73.9 * * °*' DO NOT USE THE FASTENERS IN THE TWO MIDDLE 48 105.0 105.0 105.0 105.0 105.0 105.0 105.0 1045 103.6 101.6 100A 99A 89.4 803 725 719 :9'� STATE OF .'lU: so 105.0 105.0 105.0 105.0 105.0 1042 100.0 97.8 96S 94.6 93.1 923 89.1 798 71S 71.1 HOLES IN THE CLIP.ATTACH MULLIONS TO 56 105.0 105.0 105.0 100A 93.7 SSA 842 81.9 809 78.4 76.4 75.0 74.1 73.6 70.8 70.0 �, g:•�a O R 1oP'�� OTHER MULLIONS USING"U"-CUP AS SHOWN ON 60 105.0 105.0 100.0 91.8 853 803 762 73.9 72.9703 683 66.7 65.6 64.7 641 64.1 '�i�sS/�'••"'EI�G�`` 3„ d 63 105.0 1045 94.1 861 50.0 75.1 71.1 65.9 679 653 631 615 60.4 593 SS.6 5tt3 �z111111A1�101% SHEETS 18 AND 22,USING TWO#12 X 4 TEK SCREWS. s 68 105.0 95.4 85.7 783 725 678 64.0 61.9 609 SSA 563 54.5 533 52.1 51.2 51.1 1i 72 101.6 89.2 80.0 72.9 67A 629 593 57.2 563 53.8 51.7 50.0 48.7 475 46S 46.4 75375 96.4 84.6 75.7 69.0 63.6 593 55.8 538 529 50.4 48A 46.7 45.4 44.2 43.2 43.1 3 76 60.0 60.0 1 60.0 60.0 1 60.0 58.7 55.2 1 53.2 523 49.9 479 44.6 40.0 n/a n/a da LAWSON 78 60.0 60.0 60.0 60.0 60.0 568 533 51A 505 48.1 46.1 44.4 40.0 Ufa n/a n/ayy 80 60.0 60.0 60.0 60.0 59.1 55.0 51.6 49.7 488 465 445 42.940.0 da n/ada 8501 N.W. 90th Street 84 60.0 60.0 60.0 60.0 55.7 51.7 48S 46.6 458 435 41.6 40.0 38.7 n/ada da 88 60.0 60.0 60.0 573 52.6 488 45.7 43.9 43.1 40.9 39.1 375 363 da n/a n/a 10/3/2019 Medley, FL 33166 90 60.0 60.0 60.0 55.8 SI2 47S 44A 42.7 41.9 39.8 37.9 36A 351 da Ida da Lucas A.Turner,FLPE#58201 TITLE:4"MULL DP CHARTS,CMU,4 ANCHORS,NON-IMPACT 96 60.0 60.0 57.1 51.7 47A 43.941.0 39.4 38.6 36.6 348 333 32.2 n/a n/a n/a Turner Eng.&Cons.,Inc., 100 60.0 60.0 54S 493 452 418 39.0 37.4 36.7 34.7 33.0 31.6 30.4 n/a da da FBPE COA#29779 SERIES: MULLION DRAWN BY:MCL DATE: 08/09/19 108 60.0 563 50.0 45.1 413 382 35.6 34.1 33A 315 29.9 28.6 27.5 n/a Ida n/a 2428 Old Natchez Trc.Trl. MODEL: SCALE: WG.NO 113.75 6..0 53.1 471 42.6 389 359 33A 32.0 313 29.G 28.1 26.7 25.7 do da da Camden,TN 38320 N.T.S. LAW.ML-1901 12138 45.0 45.0 439 39.6 36.1 333 31.0 29.6 29.0 273 259 24.6 23.7 n/a do n/a Ph.941-380-1574 REV.LETTER: HEETSHT 16 OF 24 3:29 AM Thu Feb 3 ... ^ 52%(: floridabuilding.org i d. 17 of 24 4"Non•IntersecledNon•Inlrycl Mull Design Pressure C'hurt(I:SF)-6 Anchors 15"ado.on center,2S"ndn.edge: 114"F1co Lllracon in CAIU ALunnrr.see'rohie I.Sheet 23 Opening Size(In.)OVI+W2+137511) NON-INTERSECTED INTERSECTED Sri 42 48 54 _60 66 72 76 78 84 90 - 9_6 10138 10738 113.75 11438 120 121-18 VERTICAL MULLION VERTICAL MULLION 24 120.0 120.0 120.0 120.0 120.0 120.0 12U.0 120.0 120.0 120.0 120.0 120.0 120.0 115.2 105.0 105.0 45.0 45.0 28 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.2 103.R 95.3 94.7 42.9 423 32 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.6 103.9 95.6 873 86.8 39.2 38.6 HORIZONTAL 36 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.6 106.8 9x.0 89.7 81.9 81.1 365 35.9 MULLIONS 40 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.3 102.9 93.9 85.6 77.6 77.0 34.5 33.9 -- -- 44 120A 120.0 120.0 120.0 120.0 120.0 1211.0 120.0 120.0 120.0 113.9 100.8 913 82.7 74.6 73.9 33.0 325 411 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 113.9 100.1 90.0 R0.9 72.5 71.9 32.0 31A 50 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 113.9 100.1 89.8 R0A 71.8 71.1 31.6 31.0 56 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.6 113.9 100.1 R9.8 80.0 70.8 70.0 30.8 30.2 60 120.0 120.0 120A 120.0 120.0 120.0 1143 110.9 109A HISS 102.4 100.0 89.8 80.0 70.8 70.0 30.7 30.9 63 120.0 120.0 120.0 120.0 120.0 112.6 106.7 1033 101.9 98.0 94.8 923 89.8 80.0 70.8 70.0 30.0 30.0 68 120.0 120.0 120.0 117.4 108.7 101.7 96.0 92.8 91A 875 84.4 81.8 79.9 78.2 70.8 70.0 do n/a NOTE: 72 120.0 120.0 120.0 109A 101.1 94.3 88.9 85.8 x4.4 80.7 77.6 75.0 73.1 713 69.7 69.6 da n/a SEE SHEET 23 FOR OTHER EXAMPLES 75375 120.0 120.0 113.6 103A 95.4 811.9 83.7 110.7 793 75.7 72.6 70.1 68.1 663 64.7 64.6 n/a n/a OF NON-INTERSECTED AND INTERSECTED 3 76 1211.0 120.0 1125 102A 94.4 RNA 92.8 79.8 78.4 74.8 71.11 69.2 673 655 du n/a n/a n/a MULLIONS. i 78 120.0 120.0 109.1 99.2 91A R5.1 80.0 77.1 75.7 72.2 69.2 66.7 64.7 62.9 do n/a n/a n/a 80 120.0 118.4 105.9 96.2 811.6 82.5 77A 74.5 73.2 69.7 66.8 643 62A 60.6 du n/a 11/8 n/a 84 120.0 112.0 100.0 90.8 83S 77.6 72.7 70.0 68.7 653 62.4 60.0 58.1 563 du n/ada n/a 88 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 Sx3 50.8 44.6 40.0 n/a do da n/a n/a. 90 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 583 50.11 44.6 40.0 do n/a n/a n/a n/a 96 60.0 60.0 60.0 60.0 60.0 60.0 60.0 59.1 57.9 54.9 50.8 44.6 40.0 n/a du da da n/a 190 60.0 60.0 60.0 60.0 60.0 60.0 585 56.1 55.0 S2.1 49.5 44.6 40.0 do do n/a n/a n/a 108 60.0 60.0 60.0 60.0 60.0 57.2 5J3 -41.1 50.1 473 44.9 42.9 40.0 n/a da n/a da n/a 113.75 6U.0 60.0 60.0 60.0 57.2 52.4 4R3 46.0 44.9 42.11 39.6 37.4 35.7 n/a n/a n/a n/a da 12138 4S.0 1 45.0 1 45.0 1 4S.0 1 45.0 42.2 39.2 1 37.5 36.8 34.4 1 323 1 305 29.1 du do du n/a n/a 4"IntersectedNon•Ingcict Atoll Design Pressure Chart(PSF)-6 Anchors 1S"min.on center,25"min.edge: 1/4"F3co Cltracon In CA1UMasonry.see Table 1.Sheet 23 OpeninL Size(in.)(WI+W2+1375") 36 42 48 54 60 66 72 1 76 78 84 91) 96 10138 107-18 113.75 114-18 24 105.0 10S.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 NOTE: 28 105.0 105.0 105.0 105.0 105.0 105.0 105.0 10S.0 105.0 105.0 105.0 105.0 105.0 103.0 95.3 94.7tttttllrry„� 32 105.0 105.0 105.11 105.0 105.0 105.0 105.0 105.0 105.0 105.0 10S.0 105.0 103.1 94.9 87.5 86.8 �t�PIAOREK T ii� CHARTS ON THIS SHEET APPLICABLE WHEN USING 36 105.0 105.0 105A) 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 973 89.1 81.8 81.1 ���`V'..'�pErJ g'.. �'� rr 40 105.0 105.0 105.0 105.0 10S.0 105.0 105.0 105.0 105.0 105.0 105.0 102.2 933 84.9 77.6 77.0 JV;'�' F•� F y 4 MULL CLIPS AS SHOWN ON SHEETS 19 AND 22 TO 44 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 100.1 90.7 82.1 74.6 73.9 No 58201 : ATTACH TO OPENING SUBSTRATE,USING THE TYPE 48 105.0 105.0 115.0 105.0 105.0 105.0 105.0 105.0 105.0 10s.0 105.0 99.4 89A 803 72s 71.9 =* * *_ AND QUANTITY OF FASTENERS AS INDICATED IN so 105.0 105.0 105.0 105.0 105.0 105.0 105.0 I05.0 105.0 105A 105.0 99.4 89.1 79.8 71.8 71.1 =-0. 'a= CHARTS ON THIS SHEET.ATTACH MULLIONS TO L9: STATE OF .a: so 105.0 105.0 105.0 105.0 s o 105.0 105.0 105.0 105.0 105.05.0 105.0 102..4 99A 89.1 79A 70.8 0.11 70.0 o o �.,�;e, :��o R 1p?.��2`�;: OTHER MULLIONS USING"U"-CLIP AS SHOWN ON 63 105.0 105.0 105.0 105.0 105.0 105.0 105.0 103.3 101.9 98.0 94.8 923 89.1 794 70.8 70.0 '4,ss/�NA`f�N;;.•` SHEETS 18 AND 22,USING TWO#12 X 3"TEK SCREWS. 68 105.0 105.0 10S.0 105.0 105.0 101.7 96.0 92.8 91A 875 _84.4 81.8 79.9 78 70.8 70.0 kONALpt� 4 $ 72 105.0 105.0 105.0 105.0 101.1 943 88.9 85.11 84.4 110.7 77.6 75.0 73.1 713 69.7 69.6 75375 105.0 105.0 105.0 103A 95.4 88.9 83.7 80.7 79.3 75.7 72.6 70.1 68.1 663 64.7 64.6 3 76 60.0 60.0 60.0 1 60.0 60.0 60.0 60.0 60.0 60.0 58.3 50.8 44.6 40.0 11/11 Iva Wit 78 60. 60.0 60. 60.0 6 .0 60.0 60.0 60. 60.0 583 50.8 44.6 4 .0 n/a Iva du �0 LAWIMSON201 xo 6o.0 t1 60.0o co.0 60.0 60.o 60.0 60.0 60.00 60.o sx3 so.x 44.6 a0.o do da Ida N.W.90th Street 84 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 583 S0.R 44.6 40.0 dudo du88 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 583 50.8 44.6 40.0 duda _ du 10/3/2019 edley, FL 33166 90 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 583 50.8 44.6 40.0 du Iva Iva Lucas A.Turner,FLPE#58201 TITLE 96 60.0 60.0 60.0 60.0 60.0 60.0 60.0 59.1 57.9 54.9 So.8 44.6 40.0 n/a d .0 du Turner Eng.&Cons.,Inc., :4'MULL DP CHARTS,CMU,6 ANCHORS,NON-IMPACT 101) 60.0 600 60.0 60.0 60.0 60.0 58.5 56.1 55.0 52.1 49.5 44.6 40.0 n/a nIn n/a FBPE COA N29779 SERIES: MULLION DRAWN BY:MCL DATE: 08109/19 108 60.0 60.0 60.0 60.0 60.0 57.2 53.3 51.1 50.1 473 44.9 42.9 4U.0 do du du 2428 Old Natchez Trc.Td' MODEL: SCALE: DWI.NO 113.75 6U.11 60.0 60.0 60.0 57.2 52.4 4x3 46.0 44.9 42.0 39.6 J7.4 35.7 da du d0 Camden,TN 38320 N.T.S. I.AW-ML•1901 12138 45.0 45.0 1 45.0 1 45.0 45.0 421 39.2 1 375 36.8 34.4 1 323 305 29.1 1 da 1 W. n/n Ph.941-380.1574 REV.LETTER: IS HEETSHT 17 OF 24 07n.4 _ 3:29 AM Thu Feb 3 000 51% floridabuilding.org 970 4.970 1.375 .140 f 1.375 .125 I 1.375 .125 5 2.640 2.289 2.250 2.45L8 1.958 3.208 2.708 5 � 4.000 3.375 .125 .125 11 n .250 FHA 0761 FS-10764 FS-10760 .250 1 3/8"x 2 1/2"MULL STANDARD CLIP 6005-T5 ALUM. FS-10764 "U"CLIP FH-10762 "U"CLIP 6005-T5 ALUM. 312 1 318"x 3114"MULL 6005-T5 ALUM. 6005-T5 ALUM. FOR 3 y"MULL FH-10763 1 3/8"x 4'MULL 6005-TS ALUM. .375-j 1.562 .375 4.970 .375 .375 1.250 2.640 O 1.518 .266 1.518 0 1 858 1.750 -f-.375 TT- 1.602 0.266 L.375 � 4.250 3.656 O 1 8I90 •(b.0 1.500 FS-10760 -AH1. o STANDARD CLIP FOR 3 a MULL .375 1.719 ,,�puu.►ryp4 .375 .938 j ��% NOREW 4i FS-10760 �y P.•.....•••TG�j�i� STANDARD CLIP P: S 50 FIN CLIP 0 �J6�• F••.2� FOR 21"MULL FIN CLIP No 58201 t-P 2 2.048 1.969 FOR 2 z MULL 1.501 5. 4.656 Z9 STATE OF ;�4/` 250 'O -.250 ��•yc�S O R Q P G��,O� 2.640 0 o ,.89D LAWION8501// � 2so N.W. 90th Street 10/3/2019 Medley, FL 33166 Lucas A.Turner,FLPE#58201 Turner Eng.&Cons.,Inc., TITLE: EXTRUSIONS FS-10760 FBPE COA#29779 SERIES: MULLION DRAWN BY:MCL DATE: 08/09/19 FIN CLIP FS-10764 2428 Old Natchez Trc.Trl. o U"CLIP MODEL: SCALE: N.T.S. FOR 3 44'MULL Camden,TN 38320 pw�.N LAW-ML-1901 FOR 2 2"MULL Ph.941-380-1574 REV.LETTER: HEETSHT 18 OF 24 3:29 AM Thu Feb 3 ..® ^ 51%C floridabuilding.org 19 of 24 " .375�{ - 0 .266 .375 1.705 3.312 3.312 0 L375 1.705 8 i T / 8 .375 .375 / 1.500 8 FS-10764 'U"CLIP FOR 4"MULL FS-10760 STANDARD CUP FOR 4"MULL 375 1.719- .875 .375 a� 1.524 -1.532 {6.266 1.969 2.031 1.508 VIR 5.562 4.968 C E N No 58201 •�'�?1 3.312 V. STATE OF IQ B zz LA SON 8501 N.W.90th Street 10/3/2019 Medley, FL 33166 FS-10760 Lucas A.Turner,FLPE#58201 TITLE. FIN CLIP Turner Eng.&Cons.,Inc., EXTRUSIONS FOR 4"MULL FBPE COA#29779 SERIES: MULLION DRAWN BY:MCL DATE: 08/09/19 2428 Old Natchez Trc.Trl. MODEL: SCALE: WG.NO Camden,TN 38320 N.T.S. LAW-ML-1 01 Ph.941-380.1574 REV.LETTER: HEETSHT 19 OF 24 /---S-0339 MULL CAP I — - -Htll v 2'HFY W A.CNFP 3:29 AM Thu Feb 3 000 ^ 51%C floridabuilding.org 2® of 24 S•0339 MULL CAP #10 x a'HEX WASHER HEADTEK APPLY SEALANT SEAL BEHIND FLANGE ENTIRE LENGTH PRIOR TO ATTACHING S-0339 MULL CAP OF MULLION TO MULLION fff PRIOR TO ATTACHING #10 x a HEX WASHER WINDOW HEAD TEK SEAL BEHIND FLANGE #10 x i'HEX WASHER PRIOR TO ATTACHING TO MULLION HEAD TEK APPLY SEALANT -HORIZONTAL FIN MUST BE SEAL BEHIND FLANGE ENTIRE LENGTH MULLION APPLY SEALANT REMOVED WHERE PRIOR TO ATTACHING HORIZONTAL TO MULLION OF MULLION FH-10761 ENTIRE LENGTH W INDOWS CONNECT MULLION PRIOR TO ATTACHING OF MULLION TO MULLION VERTICAL FH-10762 VERTICAL MULL BAR SECTION WINDOW MULLION WINDOW ATTACHWG VERTICAL FH-10761 MULLION 2 2'MULL,FIN FRAME WINDOW APPLY SEALANT U'MULL CLIP FH•10761 AROUND END OF FS•10764 APPLY SEALANT MULLION PRIOR AROUND END OF 'U'MULL CLIP it S-0339 MULL CAP TO SLIDING ONTO MULLION PRIOR FS•10764 CLIP TO SLIDING ONTO �p10 x e'HEX WASHER CLIP HEADTEK HORIZONTAL MULL BAR SECTION 2 z"MULL HORIZ.,2 2'MULL VERT. APPLY SEALANT HORIZONTAL MULL BAR SECTION ENTIRE LENGTH FLANGE FRAME WINDOW OF MULLION 3 4"MULL HORIZ.,2 2'MULL VERT. PRIOR TO WINDOW ATTACHING FLANGE FRAME WINDOW SEAL BEHIND FLANGE PRIOR TO ATTACHING TO MULLION VERTICAL MULL BAR SECTION 1 SEAL BEHIND FLANGE U10 x 2-HEX WASHER 2 2'MULL,FLANGE FRAME WINDOW PRIOR TOATTACHWG HEADTEK TO MULLION APPLY ENTIRE SEALANT LE LENGTH MOULLIONTAL `,%0 tiORE4 i 19,, OF MULLION $]-FH-10762 ;• S-0339 MULL CAP PRIOR TO ATTACHING ;0, ,-��CENSF''R2 10x�HEX WASHER WINDOW v: No 59201 •��� HEADTEK APPLYSEALANi VERTICAL AROUND END OF MULLION MULLION PRIOR FH-10761 %-9 STATE OF lr17� TO SLIDING ONTO O'. PPLY SEALANT CLIP U'MULL CLIP ��'�'•�( ENTIRE LENGTH FS•10784 OF MULLION PRIOR TO ATTACHING WINDOW HORIZONTAL MULL BAR SECTION .7- NW.90th Street VERTICAL MULL BAR SECTION 4"MULL HORIZ.,2!"MULL VERT. LAWSON8501 2 1a3/2D1s Medley, FL 33166 2 1"MULL,BOX FRAME WINDOW FLANGE FRAME WINDOW Lucas A.Turner,FLPE N58201 2 TITLE. SECTION VIEWS Turner Eng.&Cons.,Inc., FBPE COA N29779 SERIES: MULLION DRAWN BY:MCL DATE: 08/09/19 2428 Old Natchez Trc.Trl. MODEL: SCALE: DWG.NO Camden,TN 38320 N.T.S. LAW-ML•1901 Ph.941-380-1574 REV.LETTER: SIEETSHT 20 OF 24 �5-0339 MULL CAP /�p10 x 4 HEX WASHER 3:30 AM Thu Feb 3 s e eo ^^ 51% floridabuilding.org G 21 of 24 S-0339 MULL CAP 910 x a HEX WASHER �Q HEAD TEK rn APPLY SEALANT i #10x TEHEX K WASHER HEAD 4 ENTIRE LENGTH SEAL BEHIND FLANGE OF MULLION PRIOR TO ATTACHING ❑ PRIOR TO ATTACHING TO MULLION WINDOW ENPPLY TIRE SEALANT LENGTH S-0339 MULL CAP p ❑ OF MULLION PRIOR TO MEHEADTEK x A.HEX WASHER �a� WINDOW ATTACHING h APPLY SEALANT HORIZONTAL 1 I FIN MUST BE ENTIRE LENGTH MULLION REMOVED WHERE SEAL BEHIND FLANGE OF MULLION FH-10762 WINDOWS CONNECT PRIOR TO ATTACHING PRIOR TOATTACHING d TO MU WON TO MU W ON WINDOW VERTICAL MULLION PRIOR BEHIND FLANGE PRIOR LI ATTACHING VERTICAL MULL BAR SECTION TO MULLION 3 4'MULL,FIN FRAME WINDOW APPLYS EAL OF VERTICAL MULL BAR SECTION MULLION PRIOR U•MULLCUP 4"MULL,FLANGE FRAME WINDOW TO SLIDING ONTO FS-10764 S-0339 MULL CAP CUP 10x2'HEXWASHER HORIZONTAL MULL BAR SECTION HEAD TEK m 3 4'MULL HORIZ.,3 4 ENPPLY TIRE 'MULL VERT. p LJ LENGTH FLANGE FRAME WINDOWOF MULLION Ful PRIOR TO ATTACHING �-y� WINDOW I.L)J SEAL BEHIND FLANGE PRIOR TO ATTACHING #10 x a•HEX WASHER TO MULLION HEAD TEK o APPLY SEALANT HORIZONTAL SEAL BEHIND FLANGE SEAL BEHIND FLANGE 10 x Z'HEX WASHER ENTIRE LENGTH MULLION PRIOR TO ATTACHING PRIOR TO ATTACHING OF MULLION FH-10763 TO MULLION TO MULLION HEAD TEK PRIOR TO ATTACHING VERTICAL MULL BAR SECTION Q WINDOW APPLY SEALANT VERTICAL 3 1"MULL,FLANGE FRAME WINDOW ENTIRE LENGTH HORIZONTAL MULLION 4 OF MULLION MULLION FH-10763 PRIOR TO ATTACHING FH-10763 APPLY SEALANT S-0339 MULL CAP WINDOW AROUND END OF 'U'MULL CUP unr rp MULLION PRIOR FS-10764 #10 x i'HEX WASHER �� �PNOR,W�Th•� TO SLIDING ONTO O HEAD TEK O�P`': cE S••;p'G;UP HORIZONTAL MULL BAR SECTION VERTICAL .��°�•` F •2M: 4"MULL HORIZ.,4"MULL VERT. APPLY SEALANT MULLION :�'; N° s o1 •:� FLANGE FRAME WINDOW ❑ ENTIRE LENGTH APPLY SEALANT FH-10762 . OF MULLION AROUt PRIOR TO ATTACHING MULLION PRIOR :9 STATE OF ,1JJ WINDOW TO SLIDING ONTO `�'U'MULLCLIP, ••.•A •�� LAWSUIT CLIP FS-10764 •i, 01; N, z'Z Ill 0 s•/•......... . HORIZONTAL MULL BAR SECTION •bS/ONAL Ep.``� 8501 N.W. 90th Street 4"MULL HORIZ.,3 1"MULL VERT. 10/3/2019 Medley, FL 33166 4 Lucas A.Tumer,FLPE#58201 o FLANGE FRAME WINDOW Tumer Eng.&Cons.,Inc., TITLE' SECTION VIEWS FBPE COA#29779 SERIES: MULLION DRAWN BY:MCL DATE: 08/09/19 VERTICAL MULL BAR SECTION 2428 Old Natchez Trc.Trl. MODEL: CALE: DWG.NO Camden,TN 38320 N.T.S. LAW-ML-19D1 3 4'MULL,BOX FRAME WINDOW Ph.941-380-1574 EV.LETTER: SHEETSHT 21 OF 24 G _ FIN SPLICE I MULL END CAP STANDARD —USED AT TOP AND BOTTOM / MULL CLIP D:30 AM Thu Feb 3 ®®® 51% floridabuilding.org A 22 of 24 0 FIN SPLICE/MULL END CAP STANDARD USED AT TOP AND BOTTOM O O MULL CLIP O / MULL CAP 0 FIN MULL CLIP MULLION I O CONTINUOUS O BEAD OF SEALANT O O �\ MULLION � T •, I I SE - t HORIZ.MULL 1 I' i \• `\ CONTINUOUS —BEAD OF SEALANT r 1 MULL'U'CUP I \• \ 1 #120R1-x2-HEX \ I WASHER HEAD TEK .. I VERT.MULL TYPICAL FLANGE MULL ASSEMBLY OREW�T�i HEAD SHOWN,SILL AND JAMBS SIMILAR t No 58201 :?1 ��� STATE OF e��(P' TYPICAL FIN MULL ASSEMBLY HEAD SHOWN,SILL AND JAMBS SIMILAR ���1441 ;E�:•`�, Z� LAWSON8501 N.W. 90th Street 1013/2019 Medley, FL 33166 Lucas A.Turner,FLPE 156201 TITLE. Turner Eng.&Cons.,Inc., . ASSEMBLY VIEWS TYPICAL MULL INTERSECTION ASSEMBLY FBPE COA N29779 SERIES: MULLION DRAWN BY:MCL DATE: 08/09/19 2428 Old Natchez Trc.Trl. MODEL: SCALE: W"NO Camden,TN 38320 N.T.S. LAW.ML•tsot Ph.941-380-1574 REV.LETTER: SHEETSHT 22 OF 24 TWIN TWIN TRIPIE TRIPLE TRANSOM OVER TWIN TRANSOMOVERTRIPLE VERTICAL MULLION TWIN/TRIPLE VERTICAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION I VERTICAL MULLION VERTICAL MULLION I T�� T�, _� �� � I HORIZONTAL MULLION T. I 3:30 AM Thu Feb 3 .e. ^ 51%C floridabuilding.org i 23 of 24 TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE TWIN TWIN TRIPLE VERTICAL MULLION VERTICAL MULLION TWIN/TRIPLE HORIZONTAL MULLION HORIZONTAL MULLION I VERTICAL MULLION VERTICAL MULLION T � � I HORIZONTAL MULLION T 2 Z 2 � C7 ZN j (7 I JH ZW Z W W d N W I J (� Z N Z N J O J Z ( W a W d V] w J OI O11 I OPENING MULL OPENING a w w N SIZE LENGTH SIZE O OPENING MULL MULL NON INTERSECTED MULL EXAMPLE CONFIGURATIONS MULL I SIZE LENGTH TWIN/TRIPLE LENGTH HORIZONTAL MULLION LENGTH I VERTICAL MULLION 1 T— Cry ��'�I�� 1 INTERSECTED MULL EXAMPLE J —— —— Z w hWIN I CONFIGURATIONS J Z -- -- CL w rn pp II = Z O hRIPLE KNITS I 1 I .IL I MULL NOTES: O S G SIZE __ LENGTH 1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#10 OR#12)AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOUND THE INSIDE WALL OF THE MULLBAR. 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DrAW INGS,SEE TABLE 1,SHEET 15. 3.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 4.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USE IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1,SHEET 15. 5.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1x BUCKS ARE OPTIONAL. 6.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 10-11. 7.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1 SHEET 15.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CUR%?,ff VERSION OF THE REFERENCE DOCUMENTS:FMA(AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS),FMANVDMA 250(BOX WINDOWS),FMAlAAMANVDMA 300(EXTERIOR DOORS). ,,,%%%"04OREW "fe, TABLE 1:APPROVED INSTALLATION FASTENERS V •?• �: No 58201 •mil THRU SUBSTRATETYPE ANCHORTYPE MIN.ENMEDMETV7' MIN.EDGEDIST. ? CLIP CONCREI'E(2.0 KSIMIN.) 1/4"ELCO ULTRACON 13/4" F, 33'. STATE OF ,'G/Z CLIP HOLLOW OR GROUT'-FILLED CDIU(117 PCFMIN.) 1/4"ELCO ULTRACON 13/4" 21/2" " O .• P;=rub CLIP CONCREIE(2.85 KSIMIN.) 1/4"ELCO ULTRACON 1 1" 4•cS.•.o..... ��.` LAWSON CLIP GROUT'-FILLED CMU(ASTTM C-90) 1/4"ELCO ULTRACON 13/4" 21/2" ,���4��NA��w`` Z� 8501 N.W. 90th Street CLIP 2x MIN.SOUI'HERN PINE(G-0.55) #12 WOODSCRE%V 13/8" 1" 1013/2019 Medley, FL 33166 #12 HI.TI KWIC-FLEX OR Lucas A.Tumer,FLPE#68201 TITLE:CONFIGURATIONS 8 ANCHOR NOTES 16 GAUGE(0.060)MIN.STEEL STUD(33 KSIYIELD E1'W TEKS-SELF DRILLING FULL THREAD Turner Eng.8 Cons.,Inc., CLIP iVIIN. SCItElV THRU0.060 1/2" FBPE COA#29779 SERIES: MULLION DRAWN BY:MCL DATE: 08/09/19 2428 Old Natchez Trc.TrI. MODEL: SCALE: N.T.S. Dw�.No 1/8"ALU14L(6063-T5 MIN.)OR 1/8"STEEL(33 KSI #12 GRADES SELF-TAPPING FULLTHREAD Camden,TN 38320 LAW-ML-1s01 CLIP NUN.) /DRILI NG SCROV THRU 0.125 1/2" Ph.941-380-1574 REV.LETTER: HEETSHT 23 OF 24 MIN.EDGE MIN.EDGE DISTANCE L� DISTANCE FIN SPLICE/ SEE TABLE 1,SHT.23 SEE TABLE 1,SHT.23 MULL END CAP • e • II D• D D• • D. • • p JMIN 9YINST E/LL fiRA�NT 3EE ABLED SH.23 EMBEDMENTD• ABLE1,SHT.23 INSDEANDOUTS APPLY SEALANT PERIMETER SEALANT AROUND PERIMETER BY INSTALLER OF MULLION INSIDE AND OUTSIDE LFIN APPLY SEALANT MULL CLIP AROUND PERIMETER OF MULLION STANDARD ULLION MULL CUP MULLION ULLION MULLION FIN MULL CLIP STANDARD MULL CLIP APPLY SEALANT AROUND PERNETER APPLY SEALANT OF MULLION AROUND PE WETER 250 OF MUWON �— PERIMETER SEALANT TMIhLMBEDMENT TALLER ABLE 1,SHT.23 PERIMETER SEALANT • p• • p• SIDE AND OUT BY INSTALLER INSIDE AND OUTSIDE • D • • D • D. p�• D• MIN.EMBEDMENT FIN SPLICE! DISTA�E e • • • • • • SEE ABLE 1,SHT.23 MULL END CAP SEE TABLE 1,SHT.23 • D• D A- • • D• • • D e • • • • ' • DETAIL OF MULLION WITH FIN CLIP • D• D• D ATTACHED THROUGH WOOD MIN.EDGE DISTANCE SEE TABLE 1,SHT.23 DETAIL OF MULLION WITH STANDARD CLIP �PAs�yREORrzq, ���� .. ATTACHED THROUGH MASONRY oGPe•�;c E fJgF Gpy t No 58201 •�-P' LAWSON8501 N.W.90th Street o: ¢ 10/3/2019 Medley,FL 33166 9; STATE OF 14.41� Lucas A.Turner,FLPE#58201 d`;�< Turner Eng.&Cons.,Inc., Tom` INSTALLATION DETAILS ,�SS�OO RNA tOP 4��G�p FBPE COA#29779 SERIES MULLION EEV. N BY.MCL DATE oero9/19 2428 Old Natchez Trc.TH. MODEL: � "No. Camden,TN 38320 N.T.S. LAW-ML-1901 Ph.941-380-1574 LETTER' 'SHT 24 OF 2 I 'Miami-Dade County wilding File COPv ' REVIEWED FOR Product Control Search CODE COMPLIANCE 9 �4� cF2 j Detail Applicant Information ST. LUCIE COUNT O Fo ;Applicant Lawson Industries,[ c C J) 21 i "I 0 Contact Nelson Erazo �'°9°' i Address 8501 NW 90 Street � City MEDLEY i State Florida ZipCode 33166 Phone (3051696-8660(tel:(305)696-8660 Fax (305) 693-1237(tel.305)693-1237 I Email nerazo@lwson-industries.com j j Internet IYou may also be interested in other N.O.A. files approved for the above Applicant I NOA Description Expires I 20-0813.06 - Series "HS-8700 (Flange-Frame)"Aluminum April/11/2022 flibra roductcontro11noa/20081306.pdf j Horizontal Sliding Window- L.M.I. ). I i 20-0813.09 2k_� ; Series "4300/6300 Fin-Frame"Aluminum Fixed July/19/2022 libra roductcontrol/noa/20081309xAf Window- L.M.I. j 1 Series "4200/6200 (Flange-Frame)"Aluminum Au ust/22/2022 20-0814.09 � � 9 flibra roductcontrol/noa/20081409 pdf I Fixed Window- L.M.I. I 20-0901.07 !"rJ Series "SDG-9000 - Dry Glazed" 8'0"Aluminum August/26/2022 j Sliding�,productcontro!/noa/20090107.pdf, g Glass Door w/o Reinforcement - N. 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