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HomeMy WebLinkAboutProduct Approval PARADISE EXTERIORS "Building Our Quality Reputation One Customer At A Time SCC131150472 Property Information Building Information Owner: PHILLIP MIGLIORE Wind Zone: 170 MPH. Address: 8305 MAIDENCANE PL Exposure Category: C PORT ST LUCIE,FL 34952 Minimum Building Dimension: 40 ft. Mean Roof Height: 14 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) 1[7EIevation(ft) 11 Pressure(p Pressure(psf) 1 End 36 60 7 36.8 -48.6 ........... __. -. ._ _........ _ __.. ._.. ......... _. 2 Int 36 60 7 36.8 -40.0 ----- ----------- -- ----- .__ _. - _._ . _.. _..-- ._ - - .. ..... --- - 3 Int 25 49 7 37.8 -41.0 4 Int 25 49 7 37.8 -41.0 5 Int 36 48 - 7 37.3 -40.6 -------------- --_._... --- 6 Int 36 48 - -7 37.3 40.6 Prepared in accordance with:ASCE 7-10, Chapter 30. Wind Loads-Components and Cladding.51h Edition(2014)Florida Building Code. Page 1 of 1 ® eROPEND A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING SHUTTERS NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF DIMENSIONS MULLION REQ Y/N SIZE REQ Y/N/NA 1 End Window 7/8"Lami 1G FL15780.3 45 50 36.8 -48.6 54x76 36x60 YES No 2 Int Window 7/8"Lami 1G FL15780.3 45 50 36.8 -40.0 54x76 36x60 YES No 3 Int Window 7/8"Lami 1G FL15780.3 45 50 37.8 -41.0 54x76 25x49 No No 4 Int Window 7/8"Lami IG FL15780.3 45 50 37.8 -41.0 54 x 76 25x49 No No 5 Int Window 7/8"Lami IG FL15780.3 45 50 37.3 -40.6 54x76 36x48 YES No 6 Int Window 7/8"LamiiG FL15780.3 45 50 37.3 -40.6 54x76 36x48 YES No A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Corner Zone -10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. PRODUCT APPROVAL REQUIRED OPENING MAXIMU MULTIPLE OPENING (Location) IS THIS A PRODUCT ROUGH ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW ACCEPTANCE OPENING SHUTTERS NUMBER or Interior OR DOOR TYPE NUMBER + PSF + PSF TESTED DIMENSIONS MULLION REQ Y/N ( ) (-)PSF ( ) (-)PSF SIZE REQ YIN/NA 1 End Window 7/8"LamilG FL15780.3 45 50 36.8 -48.6 1 54x76 36x60 YES No 2 Int Window 7/8"LamilG FL15780.3 45 50 36.8 -40.0 54x76 36x60 YES No 3 Int Window 718"LamilG FL15780.3 45 50 37.8 -41.0 54x76 25x49 No No 4 Int Window 7/8"LamilG FL15780.3 45 50 37.8 -41.0 54x76 25x49 No No 5 Int Window 7/8"LamilG FL15780.3 45 50 37.3 -40.6 54x76 36x48 YES No 6 Int Window 7/8"LamilG FL15780.3 45 50 37.3 -40.6 54x76 36x48 YES No Florida Building Code Online Page 1 of 3 a .���:___-___.�.�_��,�...._..��._......�..� �.._�:� _.�..�,,w�,��..�� 1' �.; : . . ...... ��>tea•' .. C;,11iCjc L }CJt'H1I� SCIS Home j Log In j User Registration Hot Topics i Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search Business(tj� Professional ajProductApproval (� /' nt^ jjUSER:Public User 11�;aul la iV1 Produrt Anoroval M eou>Product or Anttlication Search>Application List>Application Detail { J FL# FL15780-R6 Application Type Revision Code Version. 2014 ApplicationStatusApproved Comments Archived 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@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory �UbleHung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer V 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.pd Referenced Standard and Year(of Standard) Standard Year AAM A/W D MA/CSA 101/I.S.2/A440 2008 AAM A/W D M A/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgt3e 1 SAInEO... 7/20/2016 Florida Building Code Online Page 2 of 3 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 Summal 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 15780.1.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 15780.1.1)df additional use limitations,installation Instructions and Created by Independent Third 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 11 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. [additional 3 c. "5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(XIX Configuration) Hung Window of Use Installation Instructions ved for use in HVHZ:Yes FL15780 R6 TI [NST].5780.3.ndf ved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 ct Use Yes Created by Independent Third Party:Yes n Pressure:N/A Evaluation Reports :See INST 15780.3 for Design Pressure Ratings,any FL15780 R6 AE Eval 15780.3.pdf use limitations,installation instructions and Created by Independent Third Party:Yest particu ars. 15780.4 d."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 11 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 15780.4.1)df 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 Other:See INST 15780.5 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.5.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. Each Next 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 https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgt3eI SAInEO... 7/20/2016 Florida Building Code Online Page 3 of 3 electronic mail 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),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 oma IIs 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 bete_. Product Approval Accepts: HE Credit Card Safe https://www.fl6ridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3el SA1nEO... 7/20/2016 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 ProductEvarlitation RepoillRep//:FL-157FL-15780.3 Product Sub Category Manufacturer Product Name Category Soft-Lite LLC "5400 DH64(135405)" Windows Double Hung 10250 Philipp Parkway Double Hung Window Streetsboro,OH 44241 'Impact' (330)528-3400 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. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone". 2• Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ°requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL 15780.3 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for"HVHZ'. 8. See drawing FL-15780.3 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 03001478 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E. TEL 03001302 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E. TEL 03001303 AAMA/WDMA/101/I.S.2/A440-08 Testing Evaluation Lab.,lnc. V.K.Wright TEL 03001304 ASTM E 1886-05/E 1996-06 Testing Evaluation Lab.,lnc. V.K.Wright 2. Miami Dade NOA Materials Testing 14-0423.16 Saflex°PVB Interlayer(Eastman Chemical Company) 15-0528.13 PVC Extrusions(Vision Extrusions Ltd.) 3. Drawing No. Prepared by Signed&Sealed by No.FL-15780.3 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Sealed by ASTM Anchoring 300 Glass Load RW Lyndonuildi ng Schmidt,Consultants,Inc.(CA#9813) o�eQnc�a �O�000 Lyndon F.Schmidt,P.E. 5. Quality Assurance 'G E N1,9 Certificate of Participation issued by Farabaugh Engineering and 40 1. ° No 43409 � �p Testing,Inc,certifying that Soft-Lite LLC is manufacturing products e o within a quality assurance program that complies with ISO/IEC g o e 17020 and Guide 53. ®e STATE OF oop �B�©�'��i �1v 0�0p0 Lyndon F.Schmidt,P.E. daU000000039©t'� FL PE No.43409 Sheet 1 of 1 10/30/2015 ��// • 11 317 oft ite _' '` " _ o Windows - LL SEE CHART FOR �'" Yz FRAME SIZES �'•.,ir1 1 ,trjL 1. //j/ N10250 Philipp Parkway �� t! 111t N aO i Streetsboro,Ohio 44241 v a -i 4 Z rr U e y V O d o d "5400 DH54 (65405)" 84a m DOUBLE HUNG WINDOW X 9z �w o° N: 'IMPACT' w �o GENERAL NOTES l. This product has been evaluated and is in compliance with the5th Edition(2014)Florid 3 w Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone' Q (HVHZ). J N l Q of 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to X o a base material shall be beyond wall dressing or stucco. o a o a a 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. ;�' 3 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this N product compries with Section 1609.1.2 of the FBC and does not require an impact resistant a covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM a. o Ln z R El996 and Section 1609.1.2.2 of the FBC. Lj z o0 0 0 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown cj for 2x buck masonry construction. z y o - 6. Site conditions that deviate from the details of this drawing require further engineering o analysis by a licensed engineer or registered architect. ' 7. This product meets water infiltration requirements for"HVHZ"• o N N N a MAX: MAX.• DESIGN PRESSURE(PSFJ v 'm g _ FRAME DLO GLASS � TABLE OF CONTENTS ,D1MEN$►ON 7Y1?E POSRIVE NEGATIVE'-: z SHEET# DESCRIPTION ah 6124113 i 1 Typical elevations,design pressures and general notes 54.0"X 76.0" 45.0"x 32.31 Gl,G2 +45.0 50.0 sc&E N.I.S. 3 2 Horizontal cross sections M.BY. JK m 3 Vertical cross sections 54.0"X 76.0" 45.0"x32.31" G2 +60.0` -65.0' CHK BY. LFS 3 4 Buck and frame anchoring DROANG No.: 5 Bill of materials,components and glazing details 'Aluminum bar reinforcement(Item#31)required FL-15780.3 0 = for Design Pressures>+45/-50 psf. sNecr 1 ov 5 N o R:\Olents\Soft-Ute Pennanent\A-Honda Product Approvals\FL-15700 Double Hung\C-Drawings\FL 15700 Drawings(2014)\FL-15780.dwg,2.3 _ O RETE a o 7F 0 3 Nm 70 z no zO 30 n700 m " 0p 0n -o 00 n a� r^ ❑o o❑ d,�O = doo IL(t�Jll W W m � � D D_ N 3- �A 3 -o Z N N ❑ n rn 3 O a� 0 �o O O�0 1— � doo I�r--1JI 0 A rn m z 1 m m N W (•� O � � N � 0 0 _ N A ❑ 3 N ? 5 070 Oty ❑o o❑ d� Nrn d00 O � •O O tr J `111111111// Dp �� V.•'VCFJigF'•.�' �� A N No.43409 PRODUCT: Doaulnente Prepared By: .t� '1— SOFT—LITE WINDOWS Lyndon F. Schmidt ��•'(1j���` I rn P.E. No. 43409 ��j / ��� IN c Z N 3 10129115 ADD REINFORCEMENT OPTION JK I Aj"�t\IIS $ m "" y 2 8 24 15 REVISE SIZE& DESIGN PRESSURE JK PART OR ASSEMBLY: mK�7��BUILDING CONSULTANTS, INC. Ip In 1 4 21 15 UPDATE TO STH ED. 2014 FOC JK 1 l UI P.O. BoK 230, Valrico, FL 33595 � NO DATE BY HORIZONTAL YY Phone No.: 813.659.9197 REVISIONS CROSS SECTIONS FBPE C.A. No. 9813 ©2013 R.W.BUILDING CON5ULTANT8 INC. is\Olents\soft-Ute Permanent\A-Flodda Product Appmyals\FL-15780 Double Rung\C-Drawings\FL 15780 Drawings(2014)\FL-15780.dwg,3.3 1-1/4"MIN. § EMB.(TYP.) O n O to m N n to G7 ° �t< C ° T n ❑ ny ❑B �❑ , � n �O O Oo 3'Ln d p� m n Z o N A e T ' m N ° ZO G A ZO A • • � � N O N I ❑ w N v °. ❑� � � u ,o "A m 70 �O no N J Z na p ❑ uCO SO oa a a 0° ❑Q o 0 0 El N 0 y CL a T _ � •. U N aD CD p C O CD O n2 F O co o 3 Z 30 O A �3 1-1/4"MIN. ID m p EMB,(TYP.) v to 0. N � c w T 3 0 Q � � o 3 m � m D • a N S N W W rn A ❑� 0 70 0 m B o _ o p o A �O � o s B ❑ �o as � y o0 >r N o 0 0 y oo z w Uf n •• O � w O m N Z 0 O Z Z w m O o 1-1 r^ 1\1111111/7 EMB.(TMYIP `� .� F.s,Clily��� , 1-1/4"MIN. V,• N�,,� EMB.(TYP.) / _ , No.43409 T P PRODUCT: Document. Prepared By, . �i �ORIDR••' — SOFT—LTTE WINDOWS Lyndon F. Schmldt ,y �, D1 P.E. No. 43409 / C. N Z N 3 10 29 15 ADD REINFORCEMENT OPTION JK 'T71/11111111` Do t— y 2 8/24/15 REVISE SIZE k DESIGN PRESSURE JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. 1 4/21/15 UPDATE TO 5TH ED. 2014 F8C JK P.O. Box 230• Valrico, FL 33595 IO L+ wNO DATE BY CROSSRTICAL SECTIONS Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 8813 0 2013 R.W.BUILDING DGNeu LlA—B INC, \yy W (TYP-) 4-((TYP.) �{I t0•:7j 6 00 PIP ci yr „Z Q Z o v Z o Z E o �— m Em o 0 °a -'d oa 2X BUCK TYP. SASH F Y 4 a m 2X 1X BUCK O c d G 2X BUCKE `o z BUCK < —,-,^, DIRECT TO p 'u cui 1 FRAMEMASONRY o° 3d TYP.HEAD MEETING --------------------------&JAMBS z ---------------------- -- . . ... ..... -.. -----.................... ---------- N O 3 v MASONRY 'v MASONRY TYP.SILL OPEN NG OPENING 2X BUCK K 3 w SASH IXBUCK H w L, DIRECT TO o a Z _ MASONRY N K Y 0 3 0 m II a a + F�T(TYP.) �. m 3 ANCHORS THRU tl z w e o IMPACT BLOCK FRAME ANCHORING BUCKANCHORING a a c u O=o V z rn �� Z w V it CONCRETE ANCHOR NOTES: o N N 1.Concrete anchor locations at the comers may be adjusted to maintain the min. z edge distance to mortorjoints. N k 2. Concrete anchor locations noted as"MAX.ON CENTER”must be adjusted to o o maintain the min.edge distance to mortarjoints,additional concrete anchors $ may be required to ensure the MAX.ON CENTER"dimension are not exceeded. u 3. Concrete anchor table: N N ANCHOR.. ANCHOR. M1N. MIN.CLEARANCE MIN.CLEARANCE. o_m a m TO MASONRY TO ADJACENT = TYPE SIZE EMBEDMENT EDGE.:: ANCHOR z 0 DATE 6 24/73 i S ITW rE 1/4" 1.1/4" 2" 4" N.T.S.1/4" 1.1/4" 1" 4" owc.Rr:CHK BY: LFSDRAWING NO.:W INSTALLATION NOTES: ninimum 5/8"edge distance.I"end distance,&1"o.c.spacing of - s to prevent the splitting of wood. FL-15780.3 0 sHEEr 4 OF 5 N L3 BILL OF MATERIALS ITEM A DESCRIPTION MATERIAL231" r ••.•••• m A IXBUCKSG-0.42 WOOD o G. �% B 2X BUCK SG-0.42 WOOD _=e�• yS o J_Z C 1/4'MAX.SHIM SPACE 0 0.0 0 .' z� D 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 0.065 1,35' %V"•_ ' a;n MASONRY-3,OD0 PSI MIN.CONCRETE CONFORMING TO ACI Zr; D i •.. ?� o m m E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 GLAZING BEAD TD REINFORCEMENT ���i''I'III*1 , ``;`` Z o`m 6 LEIF #10 X 2-1/7'PPH WS STEEL 1 u n•:_ G 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL PLAIN RAIL ` 'e v_ z .z v IL 1.76" --1.44"�I V ° 9 `o H 1/4"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL P a N a g a a m a a TJ 114'X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 0 4 K #10 X 1-1/2'PFH SMS STEEL 2.75' 6 L #10 X I"PFH SMS SSE. $ 1 FRAME' PVC 1.88" L O 0.065 P o JTa 4 HEAD ADAPTER' PVC o N o 5 HANDLE RAIL` PVC 0 Z 6 KEEPER RAIL* PVC w 0 7 LOCK RAIL* PVCa 0.065' o o Ca 8 PLAIN RAIL' PVC cz 9 GLAZING BEAD* PVC N 10 REINFORCEMENT(6063-T5 ALUM.) ALUM. 0Q LOCK RAIL TT SruaDAPTER w 11 SILL ADAPTER' PVC a� a c4 g 20 PUSH BUTTON SWEEPLOCK UUU `r -1 0.98" 21 PUSH BUTTON SWEEPLOCK KEEPER - o 0 23 #7 X 3/8"PFH MS STEEL ❑ 1.8T w a aL L 25 TILT LATCHL—ru 0 ° D m 26 #6 X 1"PFH TEK SCREW STEEL m cli >?�m LL 28 WEATHERSTRIP(0.250"SINGLE FIN PILE) Q ' 30 1/4"X 2"X 6"LONG PLASTIC IMPACT BLOCK ABS mo E o 31 REINFORCEMENT 0.25'X 1-5-X 5U'(6065-T5 ALUM) ALUM FRAME o T 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY o EXTRUDERS UCENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". T 4 HEAD ADAPTER �I ❑O� o Z o � co z S 5 HANDLE RAIL o w V GLASS BITE �—� 7/8"THICK 1"GLASS BRE —} 7/8'THICK z y 1/8'ANNEALED 1/8"ANNEALED e O 0.090'SAFLEX'PVB INTERLAYER 0.090'SAFLEe PVBINTERLAYER $ 1/8"ANNEALED D 1/8"ANNEALED En AIR SPACE AIR SPACE 0.25' 1 1/8 "ANNEALED'ANNEALED I a T z u —1 e STEEL INTERCEPT SPACER STEEL INTERCEPT SPACER T I w w^ !2 6/24/13 Z o i INSTANT GLAZE III(DOW) 2400 SAS(DOW) n i 1 ❑O D o sane N.T.S. € GLAZING DETAIL G7 GLAZING DETAIL i J— DWG.W, JK m Gl , -1.76"-- a1N.er: LFS DRAWING NO- © KEEPER RAIL$T REINFORCEMENT o 6 FL-15780.3 5}1Et7 S OF rJ D_ A Y. EM-M SEEM- MF-- NIIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND'CODE ADAHMSTRATION DIVISION T(786)315-2590 F(786)315-2599 P'R'ANCE NOA wvnv.nii,.iinidadt.Rov/cconoitiy Lawson Industries,Inc. 8501 NW 90 Street Me le ,FL 33166 SCOPE. 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(In.Miami—Dade County)an(]/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 Flor, DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/and-,v/o Steel Reinforcement—L.M.I. PROVAL DOCUMENT: Drawing No. A — 100 , tit e " luminum 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 A T T ar e n( Si nal iss'le ni ae R 1 tai t LABELING: Each unit shall bear a permanent label with the manufacturer's name 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. 11 RMINATION 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 tile use)- by the manufacturer or its distributors and shall be available for inspection at the job site at the request of tile 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. 14-0908.08 ff�CMIA I-E Expiration Date: May 30,2017 --ft"Do KNEW Approval 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 02-0501.05 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 08/01/14, 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 corder 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 NDA 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. (Subncitted 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 ahuninuun 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 NOA No. 02-0501.05) S. 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 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 NDA No. 02-0501.05) Jaime D.Gascon,PE. 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 SUBMITTED B. TESTS (CONTINUED) 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. FTI,-1376, dated 01/31/96,signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 95-1212.09) 7. Test report on: 1) Uniform Static Air 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 ru (ler 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 FBC-2010, issued by manufacturer, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted un(lei,previous NDA No. 12-012 7.07) 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 B-2 Dawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 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, HETI-02-1717, HETI-02-1718, 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,R E. (Strbjititted tur(ler previous 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. (Submitter/under previous NOA No. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, 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. i Jaime D.Gascon,P.E. Product Control Section Supervisor. NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E-3 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT y Pt AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. GLAZING HORIZONTAL MULLION PRODUCT RECTANGULAR ALUMINUM TUBE MULLIONSw m 3 USING MULLION PROPERTIES ONLY "'`i ANCHOR/CLIP HORIZONTAL MULLIONGLAZING n ° a _ 3 PRODUCT 3 "oa + N GENERAL NOTES: o C c� 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE z 3 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING + HIGH VELOCITY HURRICANE ZONE (HVHZ). \ W�T _VERTICAL VERTICAL II2. ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE ow x Z z o MULLION MULLION 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD,WATER ao�a � � w o INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. I II 3. MULUONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, = cH INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. N GLAZING GLAZING GLAZING ¢ GLAZING 3 w v; PRODUCT PRODUCT PRODUCT uai PRODUCT 4.WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER y LOADS TO THE STRUCTURE. C 5.ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS uy EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR SR1000. H ti z z ANCHOR/CLI 3: 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS H a ARE NOT PART OF THIS APPROVAL a 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF p WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, W1 W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET 14 FLORIDA F T REQUIREMENTS U R THE EQIOF 20BLDG.CODE -SECTION 2003.8.4. MULLION SPAN MULLION SPAN N a ; WIDTH (W) = Wt + W2 + W3 MULLION & CLIP NOTES: Q 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 o -HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET N N I 4 OF 10 FOR DETAILS AND NOTES. 4 GLAZING ` REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS PRODUCT 3 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS " 4 VERTICAL 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. ° 4 MULLION + a * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS Y Y GLAZING GLAZING 7d \ 3 PRODUCT PRODUCT n(n GLAZING GLAZING z z PRODUCT PRODUCT oz VERTICAL 0 cn a m # ANCHOR/CLI MULLION F & ANCHOR/CLIP o z 11 H Wt W2 off W L MULLION SPAN PRODUC4RFVISBDF _7 WIDTH (W) = W1 + W2 WIDTH (W) = W1 z W2 JewmplyluOwiOtitmt'lodda �(/�y Ouildinp Cade f�(� Q p Acn:pumco ho �./8.OV r p. s _4 TYPICAL MULLION ARRANGEMENTS s iiNui{:i�1 1'mauct Couttol 1 C A 1.690 03 .062 1.500 a' .156 TYP. rTIYPICAL 3.000 1.500 .124.000 T1.7324.DDD .1153.000 3.062 3.0002 X 4 2.000 1.732 2.062 3 w�'' 01 f-- 4.500 �I STD. TUBE WINDOW FRAMELl I 2.000 ?J z pry z W 2X MULLION CLIP T- L TT -III. 'o a y o 6063-T6 188-1 I I .156J I dd 102 (L` M1A00�1 I l02 IL 1.000�1 .156tH .078 II` a .� 6.000 h1.062-1 1.168 F-L062-i 1.188 -1.062-- NOTCH -1.062- X 'L' OPTIONAL L 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 W 2 >� STD. TUBE CUSTOM MULLION U TOCK M M111110N CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION y�y W S MULLION 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 C H Rn Ixx: 2.070 in4 Ixx: 1.000 in Ixx: 0.950 in Ixx: 0.370 in� Ixx: 0.330 ir� o Sxx: 1.035 in3 Sxx: 0.667 in3 Sxx: 0.633 in3 Sxx: 0.370 in3 Sxx: 0.330 in3 N ] a e z.00O to (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) '(FIN FRAME)� NGE FRAME) i STANDARD TUBULAR SHAPES a wmplyi0<<HIItOtnNkticlA Ty 2.000 BuRAi, _ :I TYP.WALL= 125'ALL 5 Ca a ALLOY- 6063-T6 1.000-y Acca Irvmal!0_1 re q] (7�� .750 .125 E pimfimD'1 'j TYPICAL J- N GLAZING PRODUCT 1000 q W F .124 •1;N��1 U20t'roue-cl [i U� 2.000 _.�L.��O �2.000� I I .125 Q C .125 2250 I 1 1.000 1 D 4.000 T �z a 'I 6.000 3.000 I ~ .125 444 2.0 4.500 [I E N d 4.000 a 1 1 X MULLION CLIP z.Doo 3.600 4.000 p g& E; 6063-T6 LJ 1 X 4 1 X 3 1 X 2 4 Q o o MULLIONS CONTAINING STD. TUBE MULLION STD. TURF MULLION STD. TUBE MULLION a s" TYPICAL GLAZING PRODUCTS 6063-T6 6063-76 6063-T6 m OPTIONAL HORIZONTAL OR VERTICAL 2 X 6 2 X 4 L 1- Ixx: 2.070 in".' Ixx: 0.950 in'. Ixx: 0.330 in4. 3 Sxx: 1.035 in3 Sxx: 0.633 in3 Sxx: 0.330 in} '• +b' $ STD. TUBE MULLION STD. TUBE MULLION a e SEE WINDOW OR DOOR APPROVAL FOR 6067-T6 6063-T6 c a I^ FASTENERS SIZES AND SPACING 4 t b e Ixx: 8.280 in. Ixx: 2.980 in. u z z Sxx: 2.760 in3 Sxx: 1.490 in3 z° CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS < (^ MULL IT, INSTRUCTIONS: USING MULLION PROPERTIES ONLY 1 X 2 1.688' USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT r, 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. w "mac STEP 2 USE APPROVED CLA 1NG PRODUCTS MEETING ABOVE LOAD NOTCH 1 X 4 3.688' REQUIREMENTS. o OPTIONAL USE CONNECTION TO MULLION AS PER PRODUCT m cY, 2 X 4 3.688' STEP 3APPROVAL. NOTES: .125 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET ,oz,� ' 2.aoD USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SI2E 1 OF 10 FOR BUILDING CODE COMPLIANCE. o"� 1. ALL CLIPS AND AN ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED SNUG INTO TUBE MULLIONS. 1N STEP 1 ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR a ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. w 1 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 F---2.000--I 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) MULL SPAN 1 X 2 1X3 1X4 2X4 2X6 Width(w) MULLSPAN 1X2 1X3 1X4 2X4 2X6 ti 0 .. 18 150.0 150.0 150.0 150.0 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 o 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 D m c, 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 n h w 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 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 71.7 63.1 0 it�. z 54 68.3 137.6 150.0 150.0 150.0 54 27.2 69.2 85.2 150.0 54 20.2 56.1 68 61.5 123.9 1 150.0 150.0 1 150.0 60 24.4 53.3 76.7 144.2 68 182 50.5 Z} d o �t 66 55.9 112.6 150.0 150,0 150.0 66 22.2 46.4 69.7 131.1 66 - 16.5 45.9 Z O Z 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 o w Z O v 78 47.3 95.3 150.0 150.0 150.0 78 18.8 41.0 59.0 110.9 78 - - 38.6 ns 0 18 89.3 150.0 150.0 150.0 150.0 18 56.3 122.6 150.0 150.0 18 31.6 45.5 126.4 En 24 67.0 150.0 150.0 150.0 150.0 24 42.2 92.0 1324 150.0 24 23.7 34.1 94.8 30 #5&6 53.6 142.3 150.0 150.0 30 33.8 73.6 105.9 150.0 30 19.0 27.3 75.8 a 36 44,6 118.6 150.0 150.0 150.0 36 28.1 61.3 88.3 150.0 36 15.8 22.7 63.2 H 42 38.3 101.7 150.0 150.0 42 24.1 52.6 75.7 150.0 42 19.5 54.2 48 5018 33.5 89.0 145.4 150.0 150.0 48 84" 21.1 46.0 66.2 140.8 48 132" 17.1 47.4 CJ q 54 29.8 79.1 129.2 150.0 150.0 54 16.8 40.9 58.8 1252 54 15.2 42.1 60 26.8 71.2 116.3 150.0 150.0 60 16.9 36.8 53.0 112.7 60 37.9 ~ c o $ 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 y�N 78 20.6 54.7 89.5 128.8 150.0 78 - 28.3 40.7 86.7 78 29.2 �d 1 w ray 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 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 22.6 49.3 71.0 150.0 30 21.0 58.4 (� 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 o 42 26.8 77.2 131.1 150.0 150.0 42 16.2 35.2 50.7 123.2 42 15.0 1 41.7 w 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 54 27.4 39.4 95.8 54 - 32.5 60 18.8 54.0 91.7 132.1 150.0 60 24.6 35.5 86.3 60 29.2 ] 66 17.1 49.1 83.4 120.1 150.0 66 22.4 32.3 78A 66 26.6 72 15.6 45.0 76.5 110.1 150.0 72 20.5 29.6 71.9 72 24.3 s EES 78 41.6 70.6 101.6 150.0 78 19.0 2T.3 66.3 78 22.5 4 3 18 46.3 133.4 150.0 150.0 150.0 18 26.5 57.7 83.1 150.0 18 31.0 86.1 1m d 333 24 34.8 100.0 150.0 150.0 150.0 24 19.9 43.3 62.3 150.0 24 23.3 64.6 30 #1&2 27.8 80.0 150.0 150.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7 m o° 36 23.2 66.7 125.2 150.0 150.0 36 28.8 41.5 113.6 36 15.5 43.1 m r 4 19.9 57.2 150.0 150.0 42 24.7 35.6 97A 42 36.9 d a° 48 63" 17.4 50.0 93.9 135.1 150.0 48 108" 21.6 31.1 85.2 48 150" 32.3 64 15A 44.5 83.4 120.1 150.0 64 19.2 27.7 75.7 54 - 26.7 u > z z 60 40.0 75.1 108.1 150.0 60 17.3 24.9 68.1 60 25.8 i fib 36.4 68.3 98.3 150.0 !72 15.7 22.7 62.0 66 72 33.3 62.6 90.1 150.0 - 20.8 56.8 72 21.5 78 30.8 57.8 83.2 150.0 78 19.2 52.4 78 19.9 c HORIZONTAL MULLION 'cuzlNc _ TYPICAL MULLION ARRANGEMENTS VERTICAL PRODUCT 3 .� MULLION ARCHES TO BE INSCRIBED Z INSIDE RECTANGULAR SHAPEGLA2 NO oz NOTE: PRODUCT PRODUCT a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCTREVLSED - rn a ns complying will Liu)Florida c ci 3 VERTICALLY OR HORIZONTALLY. co", PRODUCT PRODUCT GLAZING INTERPOLATION BETWEEN WIDTHS ALLOWED) n«<hlNlrano ^y ROOUCv '•,'� ' E�yim,n):lore WIDTH (W) = wt + W2 ❑,'•- „� �- a ... ;;',_s'��a W1 wz 41amiTJodc Product Control 1 �`-' W MULLION SPAN 2 e C A 1.690 .125 1.000 gINDOILI __ ,125.156 TYP. •125Ff z3.000 R ' � in a04.000 115 1.732 n m Z 3.000 3.000 3.062 ^3A0U 2.686 4rn 4.500 -I i� FRAME Z J Z C rnj 2X MULLION CLIP de9� .156r G-]Aoo� i s w o 60fi3-Tfi 102 II 102 2 X 6 IA62 M-I.962� S X 3 1.160 � � a I STD. TUBE MULLION 1 X 3 0 NOTCH 'L' 6.000 STD. TUBE 1 X 4 y •L• OPTIONAL UM LLION 1 X 4 STD. TUBE MULLION 1 X 3 6063-Ts CUSTOM MULLION W c CUSTOM MULLION 6063-T6 CUSTOM MULLION 6063-T6 ] ] r� C6063-T6 6063-Tfi 4 4 4 Ixx: 2.168 in. Ixx: 2.218 in4 E z Ixx: 4.709 in. Ixx: 4.709 in. Ixx: 2.168 in. �, z Sxx: 1.445 in3 Sxx 1.479 in� o Sxx: in3 Sxx: 2.355 in3 Sxx: 1.445 in3 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) W x m � m STANDARD TUBULAR SHAPES [e, w ,j TYP.WALL=.125'ALL I--2.000 p a ALLOY v 6063-T6 I 1.560 I Wx[a.1� � .750 II TYPICAL V] j GLAZING PRODUCT W N 5 F-a 2000 m a 1.625 2.000 .125 2.250 4.000 �i j H e 1 6.600 4,000 .125 4.500 1X MCLIP 3.000 a,o6o 3.625 MULLIONS CONTAININ,CTYPICAL GLAZING PRODUCTS . o NOTCH H ,c OPTIONAL HORIZONTAL OR VERTICAL PRODUCI•REVISED o w eoloptyiae wild the Florida m r o 0 SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 L1uD61ng CodO c v FASTENERS SIZES AND SPACINGAcceplmlcr.No �8. u STD. TUBE MULLION STD- TUBE MULLION o G�cpjratp 6063-T6 6063-T6 n Um-;� �y� ;Z y x A Ixx:19.648 in4 Ixx: 7.649 in tolieatT)I d ProductCamml� Z' y SJ Sxx: 6.549 Sxx: 3 in'. .825 in RECTANGULAR ALUMINUM TUBE MULLION a C MULL „L" INSTRUCTIONS: USING MULLION PROPERTIES ONLY USE CHARTS AND GRAPHS AS FOLLOWS. 1 X 2 1.688' ?.. '! STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT g 1-X 3 2,688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADS STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. au1 s v, NOTCH I X 4 3.688' REQUIREMENTS. .. OPTIONAL 2 X 43.688' STEP USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL NOTES. t25 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAXIMULI SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET 2.000 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. o 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN ANG MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR � '• SNUG INTO TUBE MULLIONS. HORIZONTALLY. ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS W 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 W 2.000 I ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP L ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. Fd A STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS m p Width(W).1 MULL SPAN I 1 X3 1 X4 2X4 2X6 Width w MULL SPAN 1 X3 1 X4 2X4 2X6 Width w MULL SPAN 1 X 3 1X4 2X4 2X6 18 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0 18 44.0 95.7 150.0 150.0 o z 24 150.0 160.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 116.6 150.0 0 4 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 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 1 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 N ao e v o 48 38-3/8" 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 0 .. z 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 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 m 66 150.0 150.0 150.0 150.0 66 50.7 110.1 150.0 150.0 66 26.1 42.4 108.9 Z z q 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 N,❑_ r O a 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 a w o 18 150.0 150.0 150.0 1507 18 128.4 150.0 150.0 150.0 18 33.1 71.9 116.8 150.0 a N 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 In 30 150.0 150.0 150.0 1 150.0 1 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 150.0 a w 36 150.0 150.0 150.0 150.0 36 64.2 139.5 150:0 150.0 36 16.5 35.9 58.4 150.0 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 F' o 48 50.518" 150.0 150.0 150.0 150.0 48 84" 48.2 104.6 150.0 150.0 48 132" 27.0 43.8 112.5a a 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 36.5 83.7 135.9 150.0 60 21.6 35.0 90.0 ~ m zo 66 147.7 150.0 150.0 150.0 66 35.0 76.1 123.6 150.0 66 19.6 31.8 81.8 (n 72 135.3 150.0 150.0 150.0 72 32.1 69.7 113.3 150.0 72 18.0 29.2 75.0 Q 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 1 vjw 18 150.0 150.0 150.0 1 150.0 18 86.0 150.0 150.0 150.0 18 25.5 55.4 89.9 150.0 j w 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 N k 30 150.0 150.0 150.0 150.0 j 30 51.6 112.1 150.0 150.0 30 15.3 33.2 54.0 1 138.6 ❑ 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 2 a 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 A o 48 57" 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 d 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 �a 60 123.3 150.0 150.0 150.0 60 25.8 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 o a 72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 22.5 57.8 a 78 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 - 20.8 53.3 w 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 s 24 150.0 150.0 150.0 1 150.0 24 45.3 98.4 150.0 150.0 24 16.9 36.7 59.7 150.0 s v c 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 ` 4 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 v 42 130.5 150.0 150.0 150.0 42 25.9 56.2 91.4 150.0 42 21.0 34.1 87.6 48 63" 114.2 150.0 150.0 150.0 48 108" 22.7 49.2 79.9 150.0 48 150" 18.4 29.6 76.6 54 101.5 150.0 150.0 150.0 54 20.1 43.7 71.1 150.0 54 16.3 26.5 68.1 60 91.3 150.0 150.0 150.0 60 1 18.1 39.4 64.0 150.0 60 23.9 61.3 z° 66 83.0 150.0 150.0 150.0 66 16.5 35.8 58.1 147.0 66 21.7 55.7 x' 72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 - - 19.9 78 70.2 131.4 150.0 150.0 78 30.3 49.2 124.4 78 18.4 47.2 a HORIZONTAL MULLION „�T 1tLLt IIJ!!r� ��CLAZING _ TYPICAL MULLION ARRANGEMENTS VERTICAL PRODUCT 3 MULLION ARCHES TO BE INSCRIBED Z INSIDE RECTANGULAR SHAPE F� _ Z NOTE: GLAZING GLAZING ¢ PRODUCTREVISL•D .� •, PRODUCT PRODUCT N MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED ��„y,IyLnx QUI llu C•Io 1Au r 3 VERTICALLY OR HORIZONTALLY. BuDAInCCudo 8" GLAZING GLAZINGccplmtlw - PRODUCT PRooucr (INTERPOLATION BETWEEN WIDTHS ALLOWED) W1 W2 � I WIDTH (W) = vtiami})udc ldun Con 4oUol W MULLION SPAN 2 A 5/16•TAPCONS s/1s•TAPCONS MIN. EDGE DIST. 1 1/4" MIN. 1-1/2'MIN.WOOD PENETRATION 1-1/2'MIN.W000 PENETRATION 2-3/16" CONCRETE OR y W EDGE DIST. 2 PER CUP(1 ON EACH WING) 1 PER ANGLE 4" IOLLOW BL CK 5/16-TAPCONS / 5/16'TAPCONS O 1-3/4'MIN.EMBED INTO AVSONRY 1-3/4•MIN.EMBE"ASONR 3/4' 4 PER CLIP(2 ON EACH WING)MIN. e �- Karn v � w O w 0 II II �1 I� Z W p O II II 11 II II II 1 IL_�I 1 11 ---2 7 16" It II II II o Z O - 'J 1X FLOATING CLIP II 11 2 x 2% 1/B' I 11 II II 1 N W c- .� y UU77 0 --------- I I 11 I I ALUM ANGLE MIN. II II I I I I ao c- ----------- o 1 I 2 BY I I V U IL JI II 11 G \ 1 I WOOD BUCK I I I I ___----_ 1 8Y I� II II 2%2 X 1/6' WOOD BUCK f 1X FLOATING CLIP II II ALUM ANGLE p . A I I I I I 1 N 1 1 I I U U I I \ 1 I I I I I A' W Z E-� y 3/4" MIN. 5/16'TAPCONS ANCHORS TYPE 'D' E{INTO BLOCK U a EDGE DIST. 1-1/2'MIN.WOOO PENETRATION „��z ] z k ' PER aNc ANCHORS TYPE 'G' (INTO CONCRETES ®H a z ALL CLIPS AND ANGLES TO FIT SNUG 4 ANCHORS THRU 1X BUCK w N INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK TAPCONS MAY BE HEX OR FLAT HEAD. 1"x4" & 2"x4" MULL 1 W 6 H MIN. EDGE DIST. (i v a 2E i 1 it 2-3/16" CONCRETE OR W 4" HOLLOW 8L0 K5/16'TAPCONS 5/16'TAPCONS z $ L I I I I 1-3/4'MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED WTO MASONRY 2 By ---------- WOOD BUCK j I 1 j ALUM ANGLER' 2 PER CLIP(1 ON FACl/WING) I I 1 PER ANGLE 1 I L u 'I \Z .•I a I... � 1 H Lo ALL CLIPS AND ANGLES TO FIT �NU - - 'T - r- ALTERNATE INTO TUBE MULLIONS. ` o a ANCHOR LOCATION TAPCONS MAY BE HE OR FLAT D. 1 • I 1 a u ANCHORS TYPE 'A' ' 2 ANCHORS INTO WOOD "o X I I I I I I 1 1 N o v v v L— — --------- Vf0BUCK U I I I I 2 00 1X FLOATING CLIP X 2%1/B' 4• 5/16'TAPCONS 5/16'TAPOONS LI ALUM ANGLE 1 1/4° MIN. 1-1/2-MIN.WOOD PENETRATION 1-1/2'MIN.WOOD PENETRATANGLE ION \ I E GE DI T. 4 PER CUP(2 ON EACH WING) 2 PER I i I 1 I I u m a z YZ N N ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' {INTO CONCRETE INTO CONCRETERORI BLOCKK I tile M I . 0 .;,..7; N.t ------------- I FLOATING CUP I I 1 I ALUM ANGLE 1 1 •'_• y' \ I I Y/000 BUCK I 1 I 1 t 1 PRODUCT REVISED •'z�'1 ..1 ti ^n. complying,0k the Florida I I I I I I ----------- I I ITUildinG Cade ' j AcccplMce No �p.l•f.", LC.pkatiogUATe:Q�- Q0 ANCHORS TYPE 'B' w I 4 ANCHORS INTO WOOD ANCIIOR�LOCATTION zO2 Niarnl-bndeProdoctCanlia—I~ G A MIN. EDGE DIST. 5/16'iAPcoHs MIN. EDGE DIST. 2-3/16" CONCRETE OR —1-3/4'MIN.EMBED INTO MASONRY 2-3/16" CONCRETE OR a 2 PER CUP 1 ON EACH YANG) 4OLLOW BLOCK 4' HOLLOW BLO K 3 1f4" s/16'rapt 5 5INT TAPCONS 5/16'TAPCONS o 1-3/4'MIN.EMBED INTO A NRY 1-3/4'MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY O 4 MIN. I P ANGLE 3/4� 4 PER CUP (2 ON EACH WND) 2 PER ANGLE0 Z5 h o q IN. 17 �m z In J. II II II II II II II II 'n W= O ' X II II CONCR OR I I I I X II II CONCRETE OR 11 Ii m ' CRETE OR IL=AI CEME BLOCK II 11 < IL-JI CEMENT BLOCK II II EE.. --------- CEIA BLOCK 1 II IT ALUM ANGLE 5 -- -------- II it ALUM2ANGLEB• j W °N I 1 I I FL NO CUP L J `Ly I 2 7/16 FLOATING CLI I U U 2 z 1 I I I I I I I I 1 I 1 ti MIN. I I I 1 � W o I I I I I I I I I I 1qy MULL z .. I '.• MULL \Z •I. M— C• .�" In ANCHORS PE 'C' INTO BLOCK ANCITORS TYPE 'D' INTO BL K I •M ANCHORS TYPE 'F' INTO CONCRETE ANCHORS TYPE 'G' (INTO CONCRE _ w a j 2 ANCHORS INTO CONCR OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK (-H z 1; M 1"x4" & 2".4" MULL (n a U t T ~--------- ALTERNATE MULL /� � 1 I ANCHOR LOCATION MULL I'4 a I I I 1 I I 1 I ~ � r a I II I cJ C CEMENT BONCRETE OR IF-TI N LOCK Ii iI S yy m c •I I 1 N 5/16' ONS I v O W 1-3/4' N.EL D • I"' ..j 1 M 1 "s '1"• z x 0 MASON 2 PER CUP 1 1 ON y EACH KING) 5/16'TAPCONS i a q j I-3/4'MAIN. ABED INTO MASONRY 21 PER ANGLE 4 PE UP(2 ON EACH YANG) 4 I e I 1 1 8 66 3 N'. 1 I II tl II ALL CLIPS AND ANGLES TO FIT UG i~�� �s,_ �;• INTO TUBE MULLIONS. 1 _ TAPCONS MAY BE HEX OR FLAT HEAD. • I -'. -a'_ ' - .'.i 1.. ` .. PRODUCT RCVISCD . �cmnplging with the Florido �� IPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED IfuldingCodc oa "_ ' vZ .:I...•;'.. .:I I Acccpllulw ND_ �Oc��/1 tet./ • H "M� I I W ALKALI-RESISTANT COATINGS,;SUCH AS BITUMINOUS PAINT OR U; oIIDn 120-11 WAT -WHITE METHACRYLATE LACQUER. 1� 5/16TAPCONS 1-3/4'MIN.EMBED v11am1 3Af1C Pro�d6L1�LC6n 1� �\ \ INTO MASONRY- 1 PER ANGLE A MIN. EDGE DIST. MIN. EDGE DIST. 2-3/116- CONCRETE OR 2— 16" CONCRETE OR N� HOLLOW BLO K 3-3/4" 5/15-TAPCONS 4 OLLOW BLOCK 3-3/4" 5/16-TAPCONS MIN. 1-3/4'MIN.EMBED INTO MASONRY MIN. 1-3/4-MIN.EMBED INTO MASONRY (2 ON EACH WING) 4 PER CLIP(2 ON EACH WING) PER CLIP % CLIP LE TH Nil ... MULL 01 oo z�z 2X4 Z>. 2 0 Q z z 0 Ln BUCK 2X5 MULL MOOD 9 I "TAPCONS /-2116 MU w 4'MIN.EMBED INTO MASONRY -PER CUP(2 ON EACH WING) 5/16-TAPCONS 4 1-3/4*MIN.EMBED INTO MASONRY 1 3/4" 4 PER CUP(2 ON EACH WING) Z' MIN. 1 3/4" MIN. E. 3/4 cr + 2XIS PAULL f� CLIP '\uLL6 Q 2X6 MULL LENGTH —2X6 MULL 7 "V d. 3.688' 2F V) 0 2� 10 -Z-::-z t! 3-3/4" MIN. 3 ANCHORS 11-1 1 ,I ANCHORS TYPE 'E' INTO BLOCK 5 11/16" D ANGLES TO FIT SN L-s-N-, S AN IT WING) ,mE r _\1011.911\&K ........... ... CK 1 ALL TYME MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETES I BY BY BLOCK) \-JO D 8 U C K NCHORS TYPE 'E' (INTO BLOCK TAPCONt4AY BE HEX OR 1��HEAD. 4 ANCHORS THRU IX BUCK c 0 INTO CONCRETE OR BLOCK ANCHORS TYPE 'H' (INTO CONCRETES CLIPS OR ANGLES CONNECTED OIRECk'Y TO MASORY TO BE PROTECTED 2"X6' MULL SHOWN 5 WITH ALKALI—RESISTANT COATINGS, SUCH��, . - WATER—WHITE METHACRYLATE LACOUERN ANCHORS INTO CONCRETE or BLOCK BITUMINOUS PAINT OR . 2"XI5" MULL SHOWN J Lt -1 0 vj PROI UCTREVISED rmildi"gcra co adc A—pt w, 070aca I -7 P4 MIN. EDGE DIST. 5/16'TAPCONS 2-3/16" CONCRETE OR 1-3/4'MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH !A 4" HOLLOW BLOCK 4 TOTAL(2 ON EACH YANG)- MIN. a SCULL "L'• o l _ o rn 1 X 2 1.688' I X 3 2.688' Me y z I X 4 3.688 N o �" o Z X 4 38'68 m F,it C o w i ii ii PX6 5.688' -7/16" z> R 1 11 I I 1 2 MIN1 or 2.6 IA"II i i i i 1. ALL CLIPS AND ANGLES ARE TO FIT o o z -4 Z 2.a 2 X 2 X 1/a' SNUG INTO TUBE MULLIONS. O w x o 2. WHERE ANGLES ARE NOT FIT SNUG m a y o LJ LJ ALUM ANGLE ! 1 1 f I INTO TUBE MULLIONS, SEE OPTIONAL j ANCHOR iDETAIL AT SHEET 9 OF 10. a Q 1 --- ® Id S.M.S. W O CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/CHANNEL TUBE MULLIONi~ -5 WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR F WATER-WHITE METHACRYLATE LACQUER. U ------- --rlUaE ®~ z MIN. EDGE DIST. "'------ - w 2-3/16° CONCRETE OR N o a 4' HOLLOW BLO K #12 F.H.S.M.S. C 2/SIDE I W C 1/6'THICK ENG ALUM EL FIT SNUG I LENGTH TO FlT SNUG @�W INTO MULLION � � LUON FL\�� U a \Z TUBES MAY BE NOTCHED N 0 • 7 - I h AS SHOWN TO ALLOY!INSTALLATION „y OF CUP ANGLE LOCATION OF SCREWS CONNECTING CAULK JOINT AFTER ASSEMBLY Z ANGLES TO TUBES WHERE ANGLES #14 FN SMS IIi 2 PARE NOT FIT SNUG INTO TUBE MIN. CUP �MULUONS. ACCESS HOLE 1-1/2'O.C. — t- bbx T 5/16'TAPCONS 3- L 1-3/4"MIN.EMBED INTO MASONRY 4 PER ANGLE 2 PER ANGLE , 0U ra o$K a� yd8y 1 I I 1 'b O ALUM2ANGLEB THIS SCREW CAN BE 1 I 12 FH SMS I c y INSTALLED IN EITHER I O { DIRECTION q� I 2 PER CUP 1 O.C.MIN. I L 1 I I Z Z :L I 7 1-3/4"X 2'X 1/8'(FOR 2BY TUBE) 5• 6 S n Z 3/4'X 2'X 1/6'FOR(18Y TUBE) g ALUM ANGLE CUT TO FR SNUG INSIDE TUBE ANCHORS TYPE METAL TO METAL CONNECTION u t — USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION PRODUCTREVISED x :u complying v'R6 Die Illodda T>u!Idicn CJI; 3-3/4° ALL CLIPS AND ANGLES TO FIT SNUG MIN. INTO TUBE MULLIONS. P ,'"q5)a ,� -•- Iy, 1 3/4" OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FIAT HEAD. ,' IM Zoo MIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK :.Ii:n;iLn3u Tiodnct Conito_1 A •.4 � b +--us O�Zlg] Num OA 9 9V N 9 O A f0 N N > C 08 zgF fid D °o F o6 .1 g _ ___ _ ___ ____ N _ A n > Of p, tp__ _ p, __ to p, (n .z =fin o� 0 ��L �O BB1YlE9 �"�A 0 �smdES E9�V 4 Es 9= E9O{SES mC Cl SSI VF30ESESESE3 ~W � O tp 9 N V A H N N 4,m 0 0 4,[e A N N A N O O O ' H N N tT+ 0 0 fbi H 0++ 9 0 0 0 O O S VERTICAL MULLION n SPAN 81Is-i; v " ma wB __ _kk919__ __ Y =_ ___ _ Y_ __ ___ __ "D a \\ _ _ _ Z S aC� \ a la .l9Hm� $ 2131® sg ad8 SSfSfS TJ E6Ei8a 2ESfS$ 8S �C3gig$ $$SS $$ NO yi 11 0 ____ __ _ _ _ _ ___ _ _ __ _ _ O Z z > E5'i�' SSfSK'Y'f3' Hai `rf5 SfSS fSSffi �do�S $IS SSS S S �Sffi �ffi �S�� SS � ow ___ _ _ ___ __ —!n—(n—(n —(T—(n fl Z� 2 AO �� NVO�J O� OOOOO OOO 00100000 �J OO OSfJ0000000000�J000001�0 � = C OF n z 9 // o SwS� Bo2i8$$$ �mffimgFiE�3JdFiESfS �° 8of3 �f5 $$�b �b � �v'P $SS$$$f5$ - VERTICAL MULLION a a o R ffi r'a k d S"m 'A 8$ SPAN c o_ W2 W t A a z rain - (.�NNWy NN 4 ffi S 4' a� 6kb K `�D z O Z x m m O o a A V N 9 9 Do2 C) zmmr- NN VNv A H Ht0 N VW N(S, OOON N W O 1p pp >WVSSE 6mp N g N.N+& N KN O g 9 z CZ -5r O z - ol o 0pS §6l?k Ta ST ;lpAsERR S;J2 :-IgSpNSQp, -.T m 1125Q o oOaCo > " S � <n � p� amz N KATP' n�m� 8'9` $Sd�� m� 8^ fi' S8S>$mtn4Smm $S $ mSBPnmI8 $f"i $f$ �FO� Zrrz'C OUz2 1^d O= 56 Wi = 2. 1 . �zmOiZ07 9$ SBYJB>88E9 �j$ d&$ wa86ja ES &fa£A (a® J>BHalSSy81a213!°l8 �0 D o zm, 0zxvz �S &� g8'g ;G£SfSYJ�amSSmfSS'SgdmpaHaY�S �gig Rl" "& :lles8f� 8990 _ Ln Z' an oma_o! m p NN _�A_ mO O _tnn pp_ pp1A (pn z Z N D--- >S V O, V O r 0 0 0 0 Y O m tS O H O O O O O H N A V 0 0 0 O O O 9 V V 0 0 0 0 0 0 O S Ln { � 134 --> r n �o -uz�;u 0o'C8� 98w $H �$ nm} fER 8ESmfefS �&BBizj83:ll2i `b9219Z9Esa$ n$ $S �- in rn mo gym= c `n mNme$m �' o89mN ' koSm SIS &S I- SS'm mr mo$$ a° oS"m$ a s Cz m A;; a N y L V y Cl +N N W m U V N W A 9 V 1p N ONi C, N W d N J ro A m N (�D cl �=< O+ N W 9 V V ISN �N W>99 O sl OI, tA , >tl' A V O N fJ W•Wa(!l O J O,O A m +A A + V n m v8tit T sa � `� Wig& Y'. S's-Is 8,d g Nm EsF RZ9 E3 pm g.g PO]oJ 9lN o S $P fad�HaiS$ $$ 5P l° �4$ 93$K SCfS$ om �� $ - s odSE- $SSm1D ��i �� f�Gffi8 � 9N21f3�i83$ n (a8dt4� f3IsE8k 8;8S31fSus8wST0d� ga �TtlS O W V N F N A V A O O N 9 LA0 0 81 0 s H 9191s;N A 9 H A*8 -2; O T9H -- �D O OO E.,g am' ts N�' `�Yi v'i$�$/,d THOMAS J. SOTOS PROFESSIONAL Fm5-" �s!� >J+9 W NAW O,,. n O ,may 7� 'A'-No change thls sheet /m �//y7�T� r 8501 N.W. 90 ST. i1 1L.LllIL V V/ � �/ -Revised date far the FBC-2014 MEDLEY, FLORIDA 33166 �" :�ti• INDt7STRIES, C. PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WJAVDOWS AND GLASS DOORS °m" ALUMINUM TUBE MULLIONS N.=0 oa I to °j F"Vid De1iRiWi6 CLIP/ANCHORS DESIGN PRESSURE CHARTS AND GENERAL NOTES �� N.ERAZO ('8/01/14 [DA'77E'%:___�. s-W AnA,e!A f—Nw+Mr. A,e,w,o N.A„e.. LAw-ML-T o01 sA.k 10 of 30 Aw�r��'>3