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Florida Building Code Online Page 1 of 3 HE ri •rs'' tL�� .,..._ .. �:... _. N...�°+,Vis• '., _ t�', .. Florida Departmentq BCIS Home t Log In { User Registration { Hot Topics Submit Surcharge Stats&Facts Publications j FBC Staff, BCIS Site Map { Links + Search BusinesyCu' � Professibnal 1 Prodtra1Appr°val 1 }USER:Public User Regulation Product Aonrovai Menu>Product or Application Search>Application List>Application Detail I FL15780-R6 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Wi Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-3400 Ext 1109 jtinker@soft-lite.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 1 Category Windows Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2017 Validated By Ryan J.King,P.E. (J Validation Checklist-Hardcopy Received Certificate of Independence FL15780 R6 COI CERTIFICATE OF INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA101/I.S.2/A440 i 2011 ASTM E1886 2005 ASTM E1996 2006 TAS 201,202,203 1994 Equivalence of Product Standards Certified By i' Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3'e 1 SAInEO... 7/20/2016 'I Florida Building Code Online Page 2 of 3 I Product Approval Method Method 1 Option D Date Submitted 10/30/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/02/2015 Date Approved 12/15/2015 i SummarV of Products FL# Model,Number or Name Description 15780.1 a."Imperial LS DH12"Double Hung Extruded PVC Double Hung Window-(X/X Configuration) Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 II INST 15786.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.1 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.1.odf additional use limitations,installation instructions and Created by IndependentThii&d Party:Yes product particulars. 15780.2 b."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 1I INST 15780 2 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.2 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.2.odf additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 15780.3 c."5400 DH54(G5405)"Double Extruded PVC Double Hung Window (X/X Configuration) Hung Window Limits of Use Installatiolgt"/ions,! Approved for use in HVHZ:Yes FL15780 R15780 3 odf Approved for use outside HVHZ:Yes Verified By .Schmidt,P.E.43409Impact Resistant:Yes Created byent Third Party:YesDesign Pressure:N/A EvaluationOther:See INST 15780.3 for Design Pressure Ratings,any FL15780 Rl 1578b.3.pdfadditional use limitations,installation instructions and Created bynt Third Party:Yes product partICU ars. ,i 15760.4 [d53V0 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) indow !. Limits of Use Installation Instructions, Approved for use in HVHZ:No FL15780 R6 II Inst 15780 4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports ', Other:See INST 15780.4 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780 4 odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.5 e."5300 DH53(G5305)"Double Extruded PVC Double Hung,Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 II Inst 15780 5 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E:43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports "i Other:See INST 15780.5 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780 5.ndf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. ,i Back Next I, Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Cooyriaht 2007-2013 State of Florida ::privacy Statement::Accesslbillty 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 https://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgt361 SAInEO... 7/20/2016 i Florida Building Code Online Page 3 of 3 electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1)1 Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However emall 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: " Credit Card Safe ii l �I I , �i i I� I ;I I I! i i ,I j nl ' ll https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SAInEO... 7/20/2016 / .. R� � �� Consultants, Inc. � �J -- '' ------� — `` Consulting and Engineering Services for the Building Industry B �� pummzm��a�� ��x/aa�/m ' ^� Florida Board of Professional Engineers Certificate mAuthorization No.m/a ' Prodiict Evaluation Report Report No.: FL-15780.3 Date: October 29,2015 Product Sub Category Manufacturer Product Name Category Soft-Lite LLC "5400 DH64(1216405)" Windows Double Hung 10250 Philipp Parkway Double Hung Window Streetsboro,OH 44241 "Impacr, Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID#1998) for Soft-Lite LLC based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not Have nor will acquire financial interest in the company manufacturing or distributing the product or In any other entity involved in the approval process of the product named herein. 1. This product has been evaluated and isincompliance with the 5th Edition(2014)Florida Building Code<����ralrequirements including the"High Velocity Hurricane Zono^. / 2. Product anchors shall bemslisted and spaced msshown undetails.Anobu embedment\obase material shall bebeyond wall dressing m stucco. 3. When used in the,MVHZ?this product complies with Section 1626 of the Florida Building Code and does not requi.re an impact resistant oovannn. 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require animpact resistant covering.This product meets missile level^D^and includes Wind Zone 4osdefined inASTM E1gS6and Section 18oy.122nfthe F8C. ! . 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction, G. Site conditions that deviate from the details of drawing FL 15780.3 require further engineering analysis by u licensed engineer or registered architect. ` 7. This product meets the water infiltration requirements for''HVMI. ' 8. See drawing FL45780.3for size and design pressure limitations. Supporting Dmcmncmts/ i. Test Rep6rt No. Test Standard Testing Laboratory, Signed by TEL 03001478— TAS 2O01,202l1203-94 Testing EvauuhonLab,)nc. William B.Shaltom.P.E. TEL 03001302 TAS oV|.202&2O3-84 Testing Evm|vadooLab,nu . William B.Shelton,P.E TEL 03001303 /AMA8mDMm1O18.&2/AA40-88 Testing Evaluation Lob..|nc. i| V8�VVdght TEL 03001304 ASTM E188G��E1HS8�6 Ten�oO�m{u*UonLub,|nci \(K'Wright 2. Miami Dade NOA Materials Testinci ° 14-0423.18 SoUex"PV0Interlayer(Eastman Chemical Company) 15-052813 PVC Extrusions(VioionExtrusions Ud.) � Drawing No. Prepared '( Si-qned&Sealed by 3. Inc.(CA#y81D) P.E. 4, Calculations Prepared by Signed&Sealed by Anchoring RW BuildingConsultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. SCHIji'll ?d" ASTM E1300Glass Load Lyndon F.Schmidt,P.E. 5. Quality Assurance Certificate nfParticipation issued byFarabavghEngineering and Testing, Inc,certifying that Soft-Lite LLC immanufacturing products ``~ 4340919 within aquality assurance program that complies with ISO/IEC 1ruuUand Guide 53. 4 ID Lyndon F.Schmidt,P.E. FL PE No.43409 Sheet 1mI . � ' ��``��r1... • .� , El" Wmdows Vj ft SEE CHART FOR O� o W FRAME SIZES ����' ' umi tl lir itt iug c1u(41ity to light. — 10250 Philipp Parkway fzrr rtll1 �` u Z N Streetsboro,Ohio 44241 1ih ` -- - - - -- - _ — - - _ - - — - -- - v a z 4 / rNa 5 6 00. "5400 DH54 (G5405)" m dal" DOUBLE HUNG- WINDOW - X az s °w "IMPACT" y m w GENERAL NOTES 1. This product has been evaluated and is in compliance with the5th Edition(2014)Florid o Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone" 3 Q (HVHZ). _ °' 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment toV U base material shall be beyond wall dressing or stucco. /� of 0 p i Q0. 4 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. �9 m 4. When used in areas outside of the"HVHT requiring wind bome debris protection this12 N product complies with Section 1609.1.2 of the FBC and does not require on impact resistant F a covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM a El 996 and Section 1609.1.2.2 of the FBC. a N In z �oN 0 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. N o 6. Site conditions that deviate from the details of this drawing require further engineering o`o analysis by a licensed engineer or registered architect. a�Z IZ z 7. This product meets water infiltration requirements for"HVHT'. N +_ < N N Q MAX. % MAX DESIGNPRESSURE(P$F] ��a� 'm FRAME DLO C'L0 0 TABLE OF CONTENTS OfMEWSION. TYPE :POSfTNE NEGATIVE: "' -z o SHEEN DESCRIPTION45.0"x 32.31" Gt,G2 + wh 6 24 13 z 54.0 X 76.0" s 1 Typical elevations,design pressures and general notes 45.0 -50.0 N.T.S. ° g2 Horizontal cross sections awe.ef: JK 'm 3 Vertical cross sections 54.0"X 76.0" 45.0"x 32.31" G2 +60.0* -65.00 CHH-MI. LFS 3 4 Buck and frame anchoring 0aw uc NO.: rc 5 Bill of materials,components and glazing decals *Aluminum bar reinforcement(Item#31)required FL-15780.3 a o for Design Pressures>+45/-50 psf. sr cer 1 ors 62 R:\Olents\Soft-Ute Pennanent\A-Rodda Product Approvals\FL-15780 DouNe Hung\C-Drawings\FL 15780 Dmwings(2014)\FL-15780.dwg,2.3 J= O 4 O a 0'p D f O�� Z 3 N Z B so 0 C,0 i �S a N W NNIN—� �0 m N CP O O ❑ n an N �o T J ' ❑o o❑ c= W N X W r O �(�❑o I Z � W W I W A M ,p O � D — I. m N — O A V• — N i �z i NN om y y. 1I11Ir17,11I �O II oil ❑a doo � O r— doo 0 0 03 rn m O z m rn m O 22 N f p � D � J I f]J �� O• �y ❑e o❑ d,�O doo ICU—L_JII T , O °o m ty z '^ a m - N `ttl\111111//// p A N \\\\(� �J•C,H D A \\\ •• Or z No.43409 PRODUCT: 000um�nb Pnpar�d By: SOF7—LRE WINDOWS Lyndon F. Schmidt •'•• !Q� •• \� I P.E. No. 43409 N U c Z N 3 10 29 15 ADO REINFORCEMENT OPTION JK ////v11r11111111t\� $ 4a 2 8/24/15 REVISE SIZE& DESIGN PRESSURE JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. I� o Z W 1 4/21/15 UPDATE i0 STN ED. 2014 FBC JK HORIZONTAL P•O.j Boz 230, Valrico, FL 33595 NO DATE BY CROSS SECTIONS Phone No.: 813.859.9197 REVISIONS FHPE C.A. No. 9813 0 2013 R.W.BUILDING CONSULTANTS INC. it ;L:\Olent515oft-ute Permanent\A-Hodde Product Approvals\FL-15780 Double Hung\C-Drawings\FL 15780 DmWng�ss•7(2014)\FL-15780.dwg,3.3 M ),/ l EMB.(TYP.) c rn N � O O 0 0 m zg A ° T C I rn � Z w 22 O rmn o` 'Q p C2 p p wcq N m r �{ r N /o c7O a [] c O 3 mS 8 �n 0 o or ID 2 ❑ 0 0 fb o rCL q ti 50 0' 1.114°MIN. 0.m a EMB.(TTP.) N c w =r m r I► ` ° nQ 14 �(` O IILL1111 0 w A �11 =r ED � �< CD t or o CD X rte- B 0 6� n 0 Q m Z Ocn IJ1 Q m s�lx f J Z p 0 r ^� w 1-1/4"MIN.,. `,,iti1111tr1,itttJf��' J EMB.(NP• '`�` i 1-1/4"MIN. �. EMB.(TYP•) �� No. PRODUCT: D—ntb Pnparod By..� ••••'•.,�tgpp;:�� SOFT—LITE WINDOWS Lyndon F. Son,midt i l P.E. No. 43409 '7IJt �` i rn I ri+iiit111i�t3 Imo+ z ro 3 W129 ADD REINFORCEMENT OPTION JK2 REVISE 512E& DESIGN PRESSURE JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.c- fA 1 UPDATE TO 5TH ED. 2014 F8C JK P.O.;Box 230. Vairioo, FL 33595 NO DATE BY VERTICAL Phone No.: 813.659.9197 REVISIONS GROSS SECTIONS FBPE C.A. No. 9813 0 2013 A.W.B-01N0 C..U.--1— i �- 14^ to 2 m / \ N ' ^ '•4 U rllll 1 1• \ Z Oro O f- oEz c° K-181 e 9 o co a TYP. .SASH 2X8UCK F\ a �"� m d a 2X G 1X BUCK V U a d 2X c z BUCK "v � E� DIRECTTO p yUCKE 9E f MASONRY d 3a 1 TYP.HEAD MEETING -—- -&JAMBS RAIL "- Ys = `v MASONRY TYP.SILL Q 9 MASONRY - OPENING OPENING 2(BUCK K Q 3 W - SASH 1XBUCK H w DIRECTTO o Q MASONRY 0 o i• i- -- a a i ANCHORS THRU =w o IMPACT BLOCK FRAMEANCHORIN- BUCKANCHORING o ozo c V En z Z a AJ it CONCRETEANCHOR NOTES: of 1.Concrete anchor locations at the comers maybe adjusted to maintain the min. N h Z n O LL edge distance to mortar joints. 10 y 2. Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to e maintain the min.edge distance to mortar joints,additional concrete anchorsI I-cirl: i may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. t2 > 3. Concrete anchor table: rn ^F ANCHOR, ANCHOR MIN MIN CLEARANCE MIN CLEARANCE: oma ' - TO MASONRY TO ADJACENT m TYPE"_ SIZE` EMBEWENT M N O 0 ..::::. ........EDGE :....: .. .. ANCHOR.. .. aTE 6124113 i ITW ® 1/4" 1-1/4" 2" 4" srwl� N.T.S. ELCO ® 1/4" 1-1/4" 1" 4" owc.BY: JK m ULTRACON cHr-BY. LFS 3 S WOOD SCREW INSTALLATION NOTES: DRAMNG No.: 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacingFL-15780 of " n wood screws to prevent the splitting of wood. .3 H osHEET 4 or 5 BILL OF MATERIALS f1EA1• DESCRIPTION MATERIAL 2.31" r Qom• ••.•••• •.• � n A 1X BUCK SG>=0.42 WOOD o B 2X BUCK SG>=0.42 1.37'x�..{{ � �•;J-d WOOD II _V * :Z- n C 1/47 MAX.SHIM SPACE 0'0 0.08"-�(��� �� i F;.°Oz� o'm D 1/4"X 2-3/4"PFH ELCO OR R1N CONCRETE SCREW STEEL D 0.065, 1.35 •.. E 301 OR HOLLOWMASONRY- BLOCK CONFORMING O ASTM IC OTO ACI_ _ CONCRETE- j GLAZING BEAD �D REINFORCEMEM I O>°m Z F #10 X 2-1/7'PPH WS STEEL L N o G 114-X 3-114-PFH ELCO OR ITW CONCRETE SCREW STEEL PlA1N RAIL 1 J6„ 1 'e E ?m ocj H 1/4"X2-1/4"PFH-ELCO-OR'ITW CONCRETE SCREW - - STEEL = - -- - -" - - - --- -_: � �-- - .44"-�1 _ _\_,.:N E-fig g_o a a - J 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL K #10 X 1-1/7'PFH SMS STEEL 2.75"- L #10 X 1"PFH SMS SS 1.86" N a 0.065" E Z (� tq 1 FRAME' - PVC 4 HEAD ADAPTER* PVC 5 HANDLE RAIL' PVC �� `" w 6 KEEPER RAIL' PVC ^- 7 LOCK RAIL' 0.065" y aJ N PVC a 8 PLAIN RAIL* PVC z c�io $ 9 GLAZING BEAD' PVC rn aOf LOCK Rau z 10 REINFORCEMENT[6063-T5 ALUM.( ALUM. T T SIU ADAPLER w m r� 11 SILL ADAPTER' PVC 20 PUSH BUTTON SWEEPLOCK III���III 0.98" 21 PUSH BUTTON SWEEPLOCK KEEPER "' o o� 23 #7 X 3/8"PFH MS STEEL a 1.ST w is zj 25 TILT LATCH 26 #6 X 1"PFH TEK SCREW STEEL r 28 WEATHERSTRIP(0.250"SINGLE FIN PILE( cq 30 1/4"X 7X 6"LONG PLASTIC IMPACT BLOCK ABS mo N 31 REINFORCEMENT 0.25'X l.S'X 50"(6065-T5 ALUM( ALUM FRAMEcs o O •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY �— HEAD ADAPTER L ❑Oo I IL a EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". O _ N O I z O 8 5 HANDLE RAIL Q:,., N 1"GLASS BITE 7/8"THICK 1"GLASS BRE�--{ 7/8"THICK Z y 1/8"ANNEALEDI 1/8"ANNEALED .,n 0 a e 0.090f'SAFLEX°PVB INTERLAYER O 0.090" EX'SAFLPVB INTERLAYER a fir D 1/6'ANNEALED ^w i Nv r a AIR SPACE 1/ AIR SPACE 0.25–�{ o 1/8 ANNEALED IffANNEALED I �~ _ f r N N^ ¢` STEEL INTERCEPT SPACER STEEL INTERCEPT SPACER h a w 6124113 g INSTANTGLAZE III(DOW) 2400 SAS(DOW) v? i ❑ o w� N.TS. GT GLAZING DEFAIL G2 GLAZING DETAIL ! ❑� DWQ BY: JK m' -j T er LFS 3 DwanNG NO: a REINFORCEMENT KEEPER RAIL �? © 3T 6 FL-15780.3 0 SHEET 5 OF 5 w 0 'i ° ► MAT DADE COUNTY,FLORIDA PRODUCT CONTROL,SECTION DEPARTi•IENT OF REGULATORY AND ECONOIIIC RESOURCES(RER) " 11805 SW 26 Street,Room 208 BOARD AND CODE ADAR ISTRATION DIVISION T(7816)315-2590 F(786)315-2599 TANCE NOA i; www.'minmidade.Eov/cconotiw 6TSCOpr . This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by ;Miami Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.-The Miami-Dade County Product Control Section(1n.Miami-Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the F r' 1�p 4�0-190 919i n e D i SC TI N: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement-L.M.I. PROVAL DOCUMENT: Drawing No. LAW-MIr-1001, title " lumintim Tu e u lions S eets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control SS X A T T ar a nc Si ial iss'le in ac R sl tat t! LABELING: Each unit shall bear a permanent label with the manufacturer's natne or logo, city, state, series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically:terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-.Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If.any portion of the NOA is displayed,then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user"by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.07 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 14-4908.08 MIAMI DADS COUNTY ,r Expiration Date: May 30,2017 Approyal Date: November 06,2014 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. 'Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 02-050.1.05 and 95-1212.09) 2. Drawing No, LAW—ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/O1/14,,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-02 T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E.Droz—Seda,P. E. (Submitted under previous NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and 'installation diagram of 120"'span aluminum tube mullions with C4 x 4,5 steel channel reinforcement, prepared by Hurricane Engineering &Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted under previous NOA No. 02-0501.05) 3, Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC;TAS 203-94 along with marked—up drawings and installation diagram of 120--inch span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda,P. E. (Submitted under previous NOA No. 02-0501.05) 4. Test report on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC;TAS 203-94 along with marked—up drawings and installation diagram of an aluminuun sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02,signed and sealed by Rafael E.Droz—Seda, P. E. (Submitted under-previous NDA No. 02-0501.05) S. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—tip drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted under previous NOA No. 02-0501.05) Jaime D.Gascon, E Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E--1 Lawson Industries,Inc.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT TED B. TESTS (CONTLNUED) 6. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 01/31/96,signed and sealed by Gilbert Diamond, P. E,; (Submitted ander previous NOA No. 95-12.12.09) 7. Test report on: 1) Uniform Static Ai Pressure Test, Loading per FBC, TAS 202-94 along with marked—up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90—inch span mullion,and a 45-inch high fixed window on top,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-1383,dated 02/13/96,signed and sealed by Gilbert Diamond,P.E. (Submitted under previous NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127 07) 2. Glazing complies with ASTM E1300---04/09 D. .QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance to and complying with F3C-2010, issued by manufactiu•er, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted raider previous NOA No. 12-0127.07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.07) Jaime D.Gascon,P. E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval.Date: November 06,201,4 1;--2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS ICOWINUEDI 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18, dated 05/20/10, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 10-0610.02) 6. Laboratory compliance letter for Test Reports ; No.'s HETI-02-1714, HETI-02-1716, HETI42-1717, HET142--1718, ' dated 8/27/02 and HETI-02—T071, dated 09/16/02, all issued by Hurricane Engineering & Testing,Inc., signed and sealed by Rafael E.Droz—Seda,P. E. (Submitted tuuler pi evioits NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTI,-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 124127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement —L.M.I.", approved on 03/29/12 and expiring on 05/30/17. Jaime D.Gascon,P.E. Product Control Section Supervisor. NOA No. 14-0908.08 1xpiration Date: May 30,2017 Approval Date: November 06,2014 E-3 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT h P+ AND CAN BE USED WITH ALL LAWSON'S MIAMI—DADE a ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON—IMPACT PRODUCTS. c GLAZING HORIZONTAL MULLION o q PRODUCT 3 RECTANGULAR ALUMINUM TUBE MULLIONS ANCHOR/CLIP HORIZONTAL MULLION N GLAZING USING MULLION PROPERTIES ONLY F n o 3 PRODUCT 3 '^o C + a GENERAL NOTES: a 94 0 3 3; 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3�'• z - _ REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING y +"N RICH VELOCITY HURRICANE ZONE (MVHZ). � c z z _ WW VERTICAL VERTICAL II 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE w x z o MULLION MULLION 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD,WATER m S a R � 0 o INFILTRATION, FORCED ENTRY RESISTANCE,-SAFEGUARDS ETC. I _ II 3. MULLIONS ARE APPROVED-FOR IMPACT AND NON-IMPACT APPLICATIONS, A - "z = N INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. N GLAZING GLAZING GLAZING ¢ F GLAZING a w �; II PRODUCT PRODUCT PRODUCT j m PRODUCT 4.WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 4 3 LOADS TO THE STRUCTURE. H 5.ANCHORS SHALL BE-AS USTED,"SPACED AS SHOWN ON DETAILS,ANCHORS () w EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. yy yy9 ANCHOR/CLI 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ®H ARE NOT PART OF THIS APPROVAL. m 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF N 1YOOD ANCHORS ONLY. Iy��J X51 B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, 4 W Wq Wt W2 W3 THAT COME INTO CONTACT 201 OTHER DISSIMILAR MATERIALS SHALL MEET aj THE REQUIREMENTS OF THE 2014 FLORIDA BLDG. CODE-SECTION 2003.6.4. MULLION SPAN MULLION SPAN N v �] a WIDTH (W) = Wt + W2 + W3 MULLION & CLIP NOTES: A 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET z 2 OF 10 FOR DETAILS AND NOTES. ANCHOR/CLIP ANCHOR/CLIP ' REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS a HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET N 4 OF 10 FOR DETAILS AND NOTES. m w GLAZING ' REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS i s °g � VERTICAL PRODUCT 3 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS MULLION 3I 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. + " REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS a a GLAZING GLAZING J7d 3) a a PRODUCT PRODUCT �iai1 GLAZING GLAZING II d d z z PRODUCT PRODUCT ozzzi VERTICAL D c ` 0 g ANCHOR/CLI MULLION ANCHOR/CLIP o ` W1 W2 W1 W2 W MULLION SPAN 241 PRODULTRFVISBDz�.' W1 + W2 Wt + W2 ns wmplying%vilb tba 1,10i% ' WIDTH (W) = WIDTH (W) = 3uDmngcnae --c� 08 2 2 Acccpdmco No / V TYPICAL MULLION ARRANGEMENTS 0. ' viianil�'aUa]'roductCooiwl l "' A 1.690 L .125 .156 TYP. -- .062 1.500 O 0� ,125 3.000 y 1A05 1600 MMI� h � 0 4.000 4.000 .1I5 1.732 062 .125 y Q g V a 0 3.000 3.062 3.000 ..IS 2 X 4 TYPICAL 2.000 1.732 2062 h W h-- 4s00 ---•� STD. TUBE WINDOW FRAME _ _ _ _ 2.000 Z_ R. 10 LL L4 o z 4 0 V -x 10N CLI I ama q o 6063-T6 •188�I 1A00-i .156 IO2 1000 -.07 R •y O IIL„ _ .156J078 II`� --6.000 �1.062--i - NOTCH •L' . •L• OPTIONAL 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 W S STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION ya v MULLIO�I� 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 �C E. vWi Ixx: 2.070 ink Ixx: 1.000 in4 Ixx: 0.950 in Ixx: 0.370 ink Ixx: 0.330 in4 -o e a -A Sxx: 1.035 in3 Sxx: 0.657 in3 Sxx: 0.633 in3 Sxx: 0.370 in3 Sxx: 0.330 in3 z a 2.00D i Z v ` (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) '(FIN FRAME),,,,,,, NGE FRAME) ^7 i STANDARD TUBULAR SHAPES ® m 02 d 'I TYP.WALL=.125'ALL �'-'2A00� a:complyio tvNH UwIIWHdn �) t� n I ALLOY- 6063-T6 3ulAlnB Coe �OqO O `] .750 II TYPICAL LYPif011oC D,0 / U I 12D� fW�y GLAZING PRODUCT U." W A `• .124 1.000 .fi�j U2Ua muucl� E•I U ��I�III SII II� o p--2.o60� j 2A00 .123 2.230 rLoo0^{ .123 Q 4.000 7I�I I :I 6.000 3.000 .123 2.000 4.500 IX MULLION CLIP 2.000 3.000 4.000 +.000 I . o 6063-T6L L MULLIONS CONTAINING 1 X 4 1 x 3 1 x 2 r g �,L, ,L,� STD. TUBE MULLION STD, TUBE MULLION STD. TUBE MULLION m r y NOTCH p TYPICAL GLAZING PRODUCTS 6063-T6 6063-T6 6063-T6 •� OPTIONAL \ 2 X 6 2 X 4 �' 4 + HORIZONTAL OR VERTICALL Ixx: 2.070 in. Ixx: 0.950 in. Ixx: 0.330 in. w o. o STD TURF MULLION STD. T 18 M ION Sxx: 1.035 in3 Sxx: 0.633 in3 Sxx: 0.330 in3 m « SEE WINDOW OR DOOR APPROVAL FOR v a a FASTENERS SIZES AND SPACING 6063-T6 + 6063-T6 + u a Ixx: 8.280 in. Ixx: 2.980 in. u z z Sxx: 2.760 in3 Sxx: 1.490 in3 A s CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLION < Eli INSTRUCTIONS: USING MULLION PROPERTIES ONLY MULL "L" USE CHARTS AND GRAPHS AS FOLLOWS. T 1 X 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE ;•°'•; 1 X 3 2.688' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD NOTCH I X 4 3.688' REQUIREMENTS Hvy� em OPTIONAL 2 X 4 3.688' STEPUSE CONNECTION TO MULLION AS PER PRODUCT wPl :, .�� - _ APPROVAL. NOTES: �_ .123 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. z'• ' 2000 1. REFER TO THE GENERAL NOTES ON SHEET 1. ALL CLIPS AND ANGLES ARE TO FIT T USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. ,�'0- SNUG I STEP vfT DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 0 Ll SNUG INTO TUBE MULLJONS. IN STEP 1 ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY, w y ` I 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE ARRANGEMENTS OR STACK CONFIGURATIONS. A TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS Width w MULL SPAN 1X2 1X3 1X4 2X4 2X6 Width w ULLSPANI 1X2 I 1X3 I 1X4 I 2X4 2X6 Width(w) MULL'SPAN I 1X2 I 1X3 1X4 I 2X4 I 2X6 18 150.0 150.0 150.0 150.0 150.0 18 28.3 81.5 150.0 150.0 150.0 18. 19.3 42.1 60.5 150.0 o z 24 150.0 150.0 150.0 150.0 150.0 24 21.2 61.1 133.2 150.0 150.0 24 - 31.5 45.4 126.2 o q 30 123.0 150.0 150.0 150.0 150.0 30 17.0 48.9 106.5 150.0 150.0 30 25.2 36.3 100.9 °m 36 102.5 150.0 150.0 150.0 150.0 36 - 40.7 88.8 127.8 150.0 36 21.0 30.3 84.1 Ml 1 o 42 87.9 150.0 150.0 150.0 150.0 42 34.9 76.1 109.5 150.0 42 18.0 25.9 72.1 a e V w 48 38-318" 76.9 150.0 150.0 150.0 150.0 48 74.1/4" 30.6 66.6 95.8 150.0 48 120" 15.8 22.7 63.1 0;R z m 54 68.3 137.6 150.0 150.0 150.0 54 27.2 59.2 85.2 150.0 54 - 20.2 56.1 ° 4 M < 4 60 61.5 123.9 150.0 150.0 150.0 60 - 24.4 53.3 76.7 144.2 60 18.2 50.5 -66' 55:9-- 112.-6`- -`166:0 150.0 150.0 -66 22.2 48.4- 69.7 131sT 66` - 16.5 45.9 d 4 72 51.3 103.2 150.0 150.0 150.0 72 20.4 44.4 63.9 120.2 72 - 15.1 42.1 N W= 0 o 78 47.3 95.3 150.0 150.0 150.0 78 18.8 41.0 59.0 110.9 78 36.8 0 n l c 89.3. .. _150.0 . 150.0' 150.0 _ 150:0 18 =. 56.3- 122.6 150.0 . _150.0_ ._78__ 0 -_- _ -- __ _.. 31.6. 45.5_ 126.4 __..--- .. �_ -~ _ 24 67.0 150.0 150.0 150.0 150.0 24 - 42.2 92.0 1324 150.0 24 - 237 34.1 g4,g - t .� 30 53.6 142.3 150.0 150.0 150.0 30 33.8 73.6 105.9 150.0 30 19.0 27.3 75.8 W a ¢ 36 44.6 118.6 150.0 150.0 150.0 36 28.1 61.3 86.3 150.0 36 15.8 22.7 63.2 z 42 38.3 101.7 150.0 150.0 150.0 42 24.1 52.6 75.7 150.0 42 - 19.5 54.2 48 505/8" 33.5 89.0 145.4= 150.0 150.0 48 84" 21.1 46:0 -66:2 140.8 48 132" 17.1 4714 A 54 29.8 79.1 129.2 150.0 150.0 54 18.6 40.9 58.8 1252 54 15.2 42.1 rn 60 26.8 71.2 116.3 150.0 150.0 60 16.9 36.8 53.0 1127 60 37.9 ®~ 66. 24A 64.7 105.7 150.0 150.0 66 15.3 33.4 48.1 1024 66 34.5 � 72 22.3 59.3 96.9 139.5 150.0 . 72 - 30.7 44.1 93.9 72 31.6 78 20.6 54.7 89.5 128.8 150.0 78 28.3 40.7 86.7 78 - 29.2 l�1 w WaW W 18 62.6 150.0 150.0 150.0 150.0 18 37.7 82.1 118.3 150.0 18 24.3 35.0 97.4 a 24 46.9 135.1 150.0 150.0 150.0 24 28.3 61.6 88.7 150.0 24 18.3 26.3 73.0 30 37.5 108.1 150.0 150.0 150.0 30 71.6 49.3 71.0 150.0 30 - 21.0 58A � W 36 31.3 90.1 150.0 150.0 150.0 36 18.8 41.1 59.1 143.8 36 17.5 48.7 14 42 26.8 77.2 131.1 150.0 150.0 42 16.2 352 50.7 123.2 42 15.0 41.7 A 48 57" 23.5 67.5 114.7 150.0 150.0 48 96" 30,8 44.3 107.8 48 144" - 36.5 54 20.9 60.0 101.9 146.8 150.0 `64 27.4 39.4 95.8 54 32.5 H ly 60 18.6 54.0 91.7 132.1 150.0 60 24.6 35.5 86.3 60 29.2 66 17.1 49.1 83.4 120.1 160.0 66 22.4 32.3 78A 66 26.6 N w 72 15.6 45.0 76.5 110.1 150.0 72 20.5 29.6 71.9 72 24.3 E y 78 41.6 70.6 101.6 150.0 78 19.0 27.3 66.3 78 22.5 4 g Q m 18 46.3 133.4 150.0 150.0 150.0E48 26.5 57.7 83.1 150.0 18 31.0 86.1 24 34.8 100.0 150.0 150.0 150.0 19.9 43.3 62.3 150.0 24 23.3 64.6 s y 4 o 30 27.8 80.0 150.0 150.0 15.9 34.6 49.8 136.3 30 18.6 51.7 H 36 23.2 66.7 125.2 150.0 150.0 28.8 41.5 113.6 36 15.5 43.1 y a 42 19.9 57.2 107.3 150.0 150.0 24.7 35.6 97A 42 - 36.9 d v o° o 0 48 63" 17.4 50.0 93.9 135.1 150.0108.. 21.6 31.1 85.2 48 150" 32.3 `a c N 64 15.4 44.5 83.4 120.1 150.0 K19.2 27.7 75.7 54 - - - 28.760 40.0 75.1108.1 150.0 17.3 24.9 68.1 60 25.866 36.4 68.3 98.3 150.0 15.7 22.7 62.0 66 23.572 33.3 62.6 90.1 150.0 - 20.8 56.8 72 21.578 30.8 57.8 83.2 150.0 19.2 52.4 78 19.9 HORIZONTAL MULLION %'cLA2INc _ TYPICAL MULLION ARRANGEMENTS VERTICAL PRODUCT -MULLIONARCHES TO BE INSCRIBED Z INSIDE RECTANGULAR SHAPE z wn a N GLA2ING GLAZING Q PRODUCT PRODUCT a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCTREVLSED 7 m N us m"Plying wild dw Plotid0 3 VERTICALLY OR HORIZONTALLY. isnitaing GLAZING GLAZING (INTERPOLATION BETWEEN WIDTHS ALLOWED) co"Accapinnco" PRODUCT PRODUCT Exyimn}rgtte 9 � >�•;'J ` �� - W1 + W2 By� w ':•r', r, :r;� -'��i W1 W2 WIDTH (W) = 2 Aiami)DudePLoductti7nirol� '•7:r4L,;;ssi°;�? MULLION SPAN �� a a 1.690 1.000 - T .125 -- .062J .669 y "'312 1.000 � Ism r7 �, .. .156 TYP. .125 062 f25 .696 z 3.0001. M h c 1.405 4.900 .115 1.732 < W wo 4.000 3.000 3.000 3.062 0 a 3.000 2b88 m 2 X 4 4.0003.625 STD. TUBE Ll TYPICAL I 1 � WINDOW-FRAAIE _ _ -_ _ _ _ _ _ _ - z _z III--- ,500 --77 •J` = Q 2X MULLION CLIP ]- oo�a t,4 o 0 fi063-Tfi .168 I .156 I II{� W .. L 627_ _________ _ _ ______ -._- LI.062�i__ _ - _-- -_- V)W= 1 X 3 i.1ea NOTCH 'L' 6.000 STD. TUBE 1 X 4 - STD. TUBE MULLION _ --1 X-3- 'L' OPTIONALUy LLION 1 X 4 STD. TUBE MULLION 1 X 3 6063-76 CUSTOM MULLION CUSTO B3MT LLION 6063-T6 CUSTOM MULLION 6063-T6' E 6063-T6 , , 4 Ixx: 2.168 in Ixx: 2.218 int _ -Ixx: 4.709 in. Ixx: 4.709 in. Ixx: 2.168 in. - y - � >• Z s s y Sxx: 1.445 in. Szx: 1.479 in� ti O k o I I Sxx: 2.355 in. Sxx: 2.355 in. Sxx: 1.445 in. Z z v I--2000-»I (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) 0 STANDARD TUBULAR SHAPES ® .7 ,I TYP.WALL=.125'ALL 2.000- 1.580 ALLOY= 6063-T6 1 W C V .750 II TYPICAL .I GLAZING PRODUCT W I N � .1605 2.000 ul k '•oa0 I 1.62 2.000 .125 2.250 I I H 1 6400 ®12 S.M.S. 012'O.C. 4,000 .125 4.500 ddd r 1X MULLION CLIP 3.000 4.009 3.625 p }m 6063-Ts k .4 MULLIONS CONTAINING a 40 'L• 'L' TYPICAL GLAZING PRODUCTS C,x5.4 NOTCH ° OPTIONAL HORIZONTAL OR VERTICAL PRODUCTREVISED r d L7-- L ua omplyfug veldt the PIo11d0 ro a 0 o SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 BuRQlns Cod° a FASTENERS SIZES AND SPACING AtCaI710Rce TQ°_ w o STD. TUBE MULLION STD. TUBE MULLION [i lraiQnpn� �• u z zi 6083-T6 6063-T6 /" !_ Ixx:19.648 int Ixx: 7.649 in AL.u9 01)Vai>roductContr°I� k CLIP LENGTH Sxx: 6.549 iny. Sxx: 3.825 in < m RECTANGULAR ALUMINUM TUBE MULLIONS MULL "L" INSTRUCTIONS: USING MULLION PROPERTIES ONLY USE CHARTS AND GRAPHS AS FOLLOWS. �11TI1f fNTlftN! 1 X 2 1.688' DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT V/� I X 3 2.688, AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADS !1 STEP 7.USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. o� NOTCH I X 4 3.688' REQUIREMENTS. -'- i -)•->P OPTIONALSTEP USE CONNECTION TO MULLION AS PER PRODUCT N '^ �� •%se••"' 2 X 4 3.688' APPROVAL. NOTES: .125 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEEToci 2.000 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE, x -•�'� '. ' 1. ALL CUPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2• MULLIONS MAY BE.ORIENTED VERTICALLY OR SNUG INTO TUBE MULLIONS. IN STEP I ABOVE• HORIZONTALLY. m IL ANGLE CLIP Z- WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS P, IINTO TUBE MULLIONS. SEE OPTIONAL STEP 6 ON SHEET 9.SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION "'.TI 2.000--1 6063-Ts ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. 6 A STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS to � Width(w).1 MULL SPAN-1 1 X3 1 1 X4 1 2X4 1 2 X 6_ Width w MULL SPAN 1 X3 1 X4 2X4 I 2X6 Width w MULL SPAN 1 X 3 1 1 X4 2X4 2 X 6 y ti .. 18 150.0 150.0 150.0 150.0 18 160.0 150.0 160.0 150.0 8 44.0 95.7 150.0 150.0 o y 24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 116.6 150.0 o q 30 150.0 150.0 150.0 150.0 30 111.6 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0 y 36 150.0 150.0 150-0 150.0 36 93.0 150.0 150.0 150.0 36 22.0 47.8 77.7 150.0 M w o 42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 48 38.318" 150.0 150.0 150.0 150.0 48 74-1/4" 69.7 150.0 150.0 150.0 48 120" 16.5 35.9 58.3 149.7 1 o 54 150.0 150.0 150.0 150.0 54 62.0 134.6 150.0 150.0 54 31.9 51.8 133.1 1 0 60 150.0 150.0 150.0 150.0 60 55.8 121.2 150.0 150.0 60 28.7 46.6 119.8 3 y U3 % 150.0 150.0 150.0 150.0 66 50.7 110.1 150.0 150.0 66 26.1 42.4 108.9 ^ +z° o z 72 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150.0 72 23.9 38.9 99.8 0 o x O 78 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.0 78 22.1 35.9 92.1 d R --18 _ - 150.0, -=150.0-----150.0 150.0= -18=- -- 128.4 _ 150.0 _150..0-- 150:0-- - -18 --33.1--- -.71.9. _116.8 -150.0 _ ~ 24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.0 Z � 30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 150.0 A pWq a 36 150.0 150.0 160.0 150.0 36 64.2 139.5 150.0 150.0 36 16.5 35.9 56.4 150.0 42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 30.6 50.0 128.5 48 505/8" 150.0 150.0 150.0 160.0 48 84" 48.2 104.6 150.0 150.0 48 132" 27.0 43.8 112.5 w 54 150.0 150.0 150.0 150.0 54 42.8 93.0 150.0 150.0 54 24.0 38.9 100.0 z 60 150.0 150.0 150.0 150-0 60 38.5 83.7 135.9 150.0 �72 21.6 35.0 90.0 ®~ z 66 147.7 150.0 150.0 150.0 66 35.0 76.1 123.6 150.0 19.6 31.8 81.872 135.3 150.0 150.0 150.0 72 32.1 69.7 113.3 150.0 18.0 29.2 75.0 (n ° C 78 124.9 150.0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 16.6 26.9 69.2 W 18 150.0 150.0 150.0 150.0 18 86.0 150.0 150.0 150.0 18 25.5 55.4 69.9 150.0 a pq 24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 24 19.1 41.5 67.5 150.0 F 30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 30 15.3 33.2 54.0 138.6 N w 36 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36 27.7 45.0 115.5 z 42 150.0 150.0 150.0 150.0 42 36.9 80.1 130.1 150.0 42 23.7 38.5 99.0 Q o 1 48 67" 150.0 150.0 150.0 150.0 48 96" 32.3 70.1 113.8 150.0 48 144" 20.8 33.7 86.6 z k 54 137.0 150.0 150.0 150.0 54 28.7 62.3 101.2 150.0 54 18.5 30.0 77.0 H 60 123.3 150.0 150.0 150.0 60 25.6 56.1 91.1 150.0 60 16.6 27.0 69.3 66 112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 66 15.1 24.5 63.0 c a 72 102.8 150.0 150-0 150.0 72 21.5 46.7 75.9 150.0 72 - 22.5 57.8 yyq 78 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 - 20.8 53.3 4 3 18 150.0 150.0 150.0 150.0 18 60.4 131.2 150.0 150.0 18 22.6 49.0 79.6 150.0 a 3, yyyy 24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 16.9 36.7 59.7 150.0 Y 4 q O y 30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 - 29.4 47.7 122.6 36 150.0 1 150.0 150.0 150.0 36 30.2 65.6 106.6 150.0 36 24.5 39.8 102.2 r 42 130.5 160.0 150.0 150.0 42 25.9 56.2 91.4 150.0 42 21.0 34.1 87.6 m a N O 48 63" 114.2 150.0 150.0 1 150.0 48 108" 22.7 49.2 79.9 150.0 48 150" 18.4 29.8 76.6 e` 6Si X33 54 101.5 150.0 150.0 1 150.0 54 20.1 43.7 1 71.1 150.0 54 16.3 26.5 68.1 z z 60 91.3 150.0 1 150.0 1 150.0 60 18.1 1 39.4 64.0 150.0 60 23.9 61.3 z s 66 83.0 150.0 150.0 150.0 66 16.5 35.8 58.1 147.0 66 21.7 55.7 72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 19.9 51.1 < �O 78 70.2 131.4 150.0 150.0 78 30.3 49.2 124.4 78 18.4 47.2 HORIZONTAL MULLION �p�f14f111771T� _ TYPICAL MULLION ARRANGEMENTS ��CLAZINC VERTICAL PRODUCT -MULLION ES TO BE INSCRIBED ARCHm Z INSIDE RECTANGULAR SHAPE � .;'•; •• -'M �_ NOTE: w .- 4.1 ti -... - GLAZING GLAZING Q PRODUCT REVISED PRODUCT PRODUCT �V) MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED wcomplying,dnul.Florid. -� 3 VERTICALLY OR HORIZONTALLY. DuBainBcouea���ff( no oU GLAZING GLAZING Acceplanw NnOB, PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) 1----poi )ZO - WI + W2 DS---�_ _-_- ` w W1 W2 WIDTH (W) = VliamlT)udc Product Control MULLION SPAN ISPAN I 2 EA+ 5/16'TAPCONSMIN. EDGE DIST. 1 1/4" MIN. 5/16'TAPCONS 2-3/16' CONCRETE OR 1 I° -1/2'MIN.WOOD PENETRATION 1-1/2'MIN.WOOD PENETRATION 1:1)EOGE DIST. 2 PER CUP(1 ON EACH WING) 1 PER ANGLE 4" OLLOW BL CK 5/16'TAPCONS 5/16'TAPCONS O 1-3/4'MIN.EMBED INTO MASONRY 1-3/4"PAIN.EMBED IMO IAASONRY p 3/4" 4 PER CLIP(2 ON EACH WING) 2 PER ANGLE yC F MIN. I a I I a 1 I M ro h z 1 Z I 1 1 ', M •I M •.1. I F MQ �' [[W:�71 ow � •1, •I •I• 1" ��O � W m 4. x - - - lilt ;I Ii- ii II 11 II i - II II II I Z Z O- z 2X 7/16" li ii II I� mSa O o i --------- I I 1X FLOATING CUP it II ALUPAANGLLE 6, , MN. I� li II II N 1 I _ \-Y 1 I _ U LI �__ _. - 1_- 1 -_L__.1_-_ __-_ ___. _ _ _ _ _ __WOOD BUCK - jT 'j._.. it i I 2 X 2.X 1/8' Y1000 BUCK- 1- -1 __ _____ __ _ _ 1 I _ _ _ ___________ _ _ _ _ _1x-FLOATINC-CLIP _ ____ __ _ALUMI ANGLE - 1 II- I u u 0 `a 3/4" MIN. E. 5/16'TAPCONS ANCHORS TYPE -'D'PINTO--BLOCK) UF� F. EDGE DIST. 1-1/2'MIN.WOOD PENETRATION H ,'j rn 1 PER ANLL ANCHORS TYPE 'G' (INTO CONCRETES ®w z 4 ANCHORS THRU 1X BUCK o- Z�j w ALL CLIPS AND ANGLES TO FR SNUGR INTO CONCRETE OR BLOCK INTO TUBE MULLIONS. I \z 1"x4" & 2"x4" MULLt- � I I TAPCONS MAY BE HEX OR FLAT HERO. W MIN. EDGE DIST. N u a 1 i 2-3/16" CONCRETE OR N I1 11 4' HOLLOW BLO K 5/16'TAPCONS 5/16'TAPCONS A 1-3/4"MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY 1 2 BY I I 1' 2 X 2 X 1/8' 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE f---------i W000 BUCK I I 11 ALUM ANGLE I I LI UU I.• I 1 I i i ..1. \Z `111. \Z I... .• 1 H I I ALL CUPS AND ANGLES TO FIT SNUG M M ALTERNATE INTO TUBE MULLIONS. ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. ` gm ANCHORS TYPE 'A' d II II II 1 w r qm� 2 ANCHORS INTO WOOD i� it li if i^ 1C II I� I II N 4 iBY 2 X 2 X 1/8' t; --------- WOOD BUCK 1 1 1X FLOATING CUP 1 11 ALUM ANGLE �$ 5/16"TAPCONS 5/16'TAPCONS N I I I I I-I U c ON 1 1/4" MIN. 1-1/2'MIN.WOOD PENETRATION 1-1/2'MIN.V''/OOD PENETRATION I I I 1 I I s° w �j E GE DI 4 PER CUP(2 ON EACH WINO) 2 PER ANGLE 1 I I I I I w I 1 o y z x Y2 0 N N ANCHORS TYPE 'C' (INTO BLOCK) \z z J>1 1 M z ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS INTO CONCRETE R OR BLOCK K 'r t/tf II II I II y n, . 1 1/4" MI H it 1 1 Ron, CS i.!•U' d ------------- '.I I I I I 2 X 2 X 1/8" 1 1 21 l IFLOATING CUP II II ALUM ANGLE 1 1 N _ \ I 1 YlOOD BUCK 1 1 IJ LI 1 j PRODUCTRBVISED ,y3 z 1 I I 1 1 I 1 I w complying wilk the Florida I I I I I I ----------- BuiPIdP Ig rC)Ode /!/� COQ©Q.O(� of • ` I I I I =^ Accc tmlcc No n F�0 ANCHORS TYPE 'B' w TE 4 ANCHORS INTO WOOD ANCHOR'1LTOCATITION NiarnlbadeProdudCantto ''J+7:': ,�:, - d Ll MIN. EDGE DIST. 5/16'TAPCONS MIN. EDGE DIST. i 2-3/16" CONCRETE OR 1-3/4-MIN.EMBED INTO MASONRY 2-3/16" CONCRETE OR y „ 4" HOLLOW BLO K 2 PER CUP(1"ON EACH WING) 5/16'TAPC S 4'TOLLOW BL CK 5/16'TAPCONS 5/16'TAPCONS 0 3 1/4 1-3/4'MIN.EMBED INTO R NRY1-3/4'MIN.EMBED INTO MASONRY 1-3/4-MIN.EMBED INTO MASONRY MIN. I P ANGLE 3/4" 4 PER CUP(2 ON EACH YANG) 2 PER ANGLE A o .r �� IN. .:.••. ' Mao y z in A 94 M 11 •1� II II _ _ _ II•11, �la1s Z q O I 11 I1 I I II 1 I j in l•I S ti O II II CONCR OR I I 11 X I 11 CONCRETE OR I I 1 ao d R p CEME BLOCK__-., II 11 Q - _ _ L_JI_ a - __ CRETE OR- ��L_JI _ - _.. _ _ __ _ _ I -CEMENT BLOCK _. - li J----- ,_-, 2-X-2 X-1 6-__ -� --- - ---... '-- - _ -- - --- -- - ---- "'7 -a - --------- - - - --_ =------- J - I II—'2 X-2 X-1/6" - A CEI BLOCK I 1 -_ - 11 1I! ALUM ANGLE I �I II II ALUM ANGLE 1 1 I I FL NG CUP U N I 2 7/16 FLOATING CLIP I U U O I- 1 1 1 I I I I 1 I 1 1 I ti 1 MIN. i i i i p pWq n MULL 3 MIN. - - - - z MULL ANCHORS PE 'C' INTO BLOCK 7ANCHORS YPE 'D' INTO�BLK �W 1 1 ANCHORS TYPE INTO CONCRETE E 'G' INTO CONCRE 2 ANCHORS INTO CONCR OR CEMENT BLOCK CONCRETE OR CEMENT BLOCK4" $ 2'x4" MULL N --- ALTERNATE MULL I I ANCHOR LOCATION IAULL n N FLOATING it f-7 w ___ ________ L_J Ij 1 � II I CONCRETE jl j N GEMEM BLOCK II it a AT II 1 11 II •1. ,,S.Y- .I. • ,• 1 M$ I I � ^ � c LGa�•1 1 5/16' ONS I I I.•.. -•... _ 4' N.ELI 0 • • I • _ 1• MI 1 '� 'v 'I•• u 0 MASON I Y ZR Z •2 2 PER CUP I ON EACH WING) • 5/16-TAPCONS I I , 812 SMS 1-J/4-MIN. ABED INTO LUSONRY ` I I 1 I 2 PER ANGLE 4 P UP(2 ON EACH YANG) Ikj h < �c 1 1 I1 I1 11 ALL CUPS AND ANGLES TO FIT UG F - - '• INTO TUBE MULLIONS. OZM TAPCONS MAY BE HEX OR FLAT HEAD. PRODUCT REVISED a>3 complying wldl the Florida IPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED IfuldlingCodc- �O O� - F • n `-I - .-I W ALKALI-RESISTANT COATINGS, SUCH.AS BITUMINOUS PAINT OR �� o�(D6 201 a '•--,.�' .� WAT -WHITE METHACRYLATE LACQUER. 1 , ! l 9 a, ..�`�.., • 1 5/i6'TAP CON$ 1-3/4-'AIN.EMBEDMl6ml Sado Produce COntto �, INTO MASONRY- t PER ANGLE G MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16" CONCRETE OR 2- 16" CONCRETE OR HOLLOW BLO K 3-3/4" 5/16'TAPCONS 4" OLLOW BLO K 3-3/4" 5/16'TAPCONS Y ..:..y.-•-'' ','. MIN. V Z 1-3/4'MIN.EMBED INTO MASONRY MIN. < 1-3/4'MW.EMBED INTO MASONRY 4 PER CLI ( ON EACH WING) 4 PER CLIP(2 ON EACH WING) Oy E+ 10 r'Q �. CLIP LE TH I ' I Nil MULL O w 2 X 4 3.688' -- - h y! N 2 6 5.688' z° q U3 2X6 MULL _ 6'TAPCO ES BED-INTO- _ _ MOOD BUCK _ __ _ a 1- MIN.`M MASONRY - -. -�:- - ._ __. ..- __-_— ___ _ _ __ _ _ = _2X6 MU _ _ A. E- 3/4- N w ___ 4 PER CUP(2 ON EACH WING) - 4 1 5/16'TAPCONS ----------------- -------- SS 1-3/4'MIN.EMBED INTO MASONRY ,., I j 1 3/4" i- 4 PER CLIP(2 ON EACH WING) W p 7i / MIN. ----------------- ---------- 1 3/4" 4 3/4" i MIN. U F ®H ts 4 �} 4, 2X6 MULL W CLIP LENGTH aj --` 2%6 MULL , 2X6 MULL 7. _ MULL \i 2 X 4 3.688' C ----------- 10 ; _ j� 2 X 6 1 5.688' \i V) a E2di ay 3-3/4" MIN. '• 4 & m a r i i 5 11/16" ALL LIPS AND ANGLES TO FIT SN ANCHORS TYPE 'E' (INTO BLOCKS INTO BE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE OD BuiYc NCHORS TYPE 'E' (INTO BLOCK) TAPCON Y BE HEX OR FLA HEAD. r 4 ANCHORS THRU 1X BUCK ' +' ANCHORS TYPE 'H' (INTO CONCRETE CLIPS OR ANGLES CONNECTED DIRECT TO MAS RY TO BE PROTECTED INTO CONCRETE OR BLOCK d x WITH ALKALI-RESISTANT COATINGS, SUCH :BITUMINOUS PAINT OR 2"X6" MULL SHOWN u AT ANCHORS INTO CONCRETE or BLOCK x z 2"X6" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. c m yz c o $x' I .. 11LLli Lli GE;rtEf � r PRODUCTRUVISBD 03 cemplyin6 u91$the F orida a o..' 13"ilAing Gulc A o N Acc..l lrncc len'1 0908 08 mig Mi;L•al)331a Ihodntt ConVol� C q MIN. EDGE DIST. 5/16'TAPCONS 2-3/16" CONCRETE OR 1-3/4'MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH 4'L HOLLOW BLOCK 4 TOTAL(2 ON EACH YANG) MIN. to MULL R I X 2 a 10 I X 3 2.688' M00 z I X 4 3.688 .2 X 4 3,688' rn& 2 X 6 I-. ALL-CLIPS AND ANGLES ARE TO FIT MIN. I - DO /--2x4 of 2x6 Mull I I I I ,z z 2X2% 1/4' SNUG INTO TUBE MULLIONS. q ALUM ------------- L. 2. WHERE ANGLES ARE NOT FIT SNUG i o0 INTO TUBE MULLIONS, SEE OPTIONAL 'DETAL AT-SHEEr--9 OF-1n.. ANCHORI > W Z G ES CONNECTED DIRECTLY 0 T GS, S, CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE 0 14 S.M.S. L LI PROTECTED 2/CHANNEL TUBE MULLION WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR rQ CLIPS METHACRYLATE LACQUER. E- 1> ;D z MIN. EDGE DIST. It ------- -------- Z 1 2-3/,16" CONCRETE OR 4 HOLLOW BIK012 F.H.S.I.I.S. co�UI 4 2/SIDE 1/8-THICK ALU CHANNEL LENGTH TO FIT SNUG TUBES MAY BE NOTCHED INTO MULLION N E MULLION Ul 0 AS SHOWN TO ALLOW INSTALLATION k; OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES A NOT SNUG INTO TUBE #14 PH SIAS RE 2 P UP (D 1 5/8"(2) N MULLIONS ACCESS HOLEI 1[1-1 2-O.C.ICQN. 1-3/4-MIN.EMBED INTO-TAPCONS 914 SIRS 5/16 i MASONRY 4 PER ANGLE A, 2 P ANGLE ---- --- ----- ---- 3 L .,A S 0 0 2X 2X 1/8 ALUM ANGLE THIS SCREW CAN BE c IANN T SN I 0 LUO TUB 3.' r INSTALLED IN EITHER-I I #12 FH SMS (D n DIRECTION2 - 1 LPER Cup I I. D.C.MIN 1-3� X 2:X i/B:(FOR 2BYTUBE) 344:X 2 l X /8 ( FOR 1 BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS TYPE 'I METAL TO METAL CONNECTION 6- USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION PRODUCT REVISED z iu complying with 1110 Florida 3-3/4" ifobsCod, .2 ALL CLIPS AND ANGLES TO FIT SNUG MIN. INTO TUBE MULLIONS. 1 3/4 OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. MIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK .-Ifillill Ude hodtict Control n 0 02 N02 Z zd& �$ $q� f9£➢ Yn�$ �m �4i=T6g= wow9p £39g999E99£999 � o 0 n v .mS.o >R� fn£iS88 E3 �A °im $wfnBfS $ �m8 49 'm� Y�Y b $ Qo' � &$ S$£5bY �0 VERTICAL MULLION SPAN 6m"d$$g$ $3-^oi$ f9$S' }SE98n'� 29gIfS gL $$ ,IS 'o $$$ $$ $S$f9$ P�� i v $' � Fk $ $A YY9SS $ bS$$ f9S5 $$$ $fi �r^m m Z_1 A� V- 0Z ?N1pm1 f°^ HYJsYn$ E9S£rifif9 $'>Pn �$ $FSYiKf9f^ n^3oSiSf9� e98$ $ bS$$ f9i5 $S^if98£9F7 zF 002 9 zo �$$ 8888888888888888888888888888888Sig 888899190 z �� � c � S88o �3�F5£SfSNm8 �� f3iSfSffif� $m8of3 �f5 £SFSS549 Nf9fSf�fSfSfSSS - 9 4-11, Y VERTICAL PAM SPAN E 0 z , W2 Wl N A W N D A ? 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