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HomeMy WebLinkAboutProduct Review Affidavit PARADISE EXTERIORS "Building Our Quality Reputation One Customer At A Time SCC131150472 Property Information Building Information Owner: John&Geraldine Yaneff Wind Zone: 170 MPH. Address: 7064 Torrey Pines Cir Exposure Category: C PORT SAINT LUCIE,FL 34986 Minimum Building Dimension: 35 ft. Mean Roof Height: 16 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 52 48 7 36.9 -40.2 2 Int 52 23 7 38.3 -41.6 --....------ _..._..... --------........................------............_........ ----- ....._..._..............---.._-......................_.......---.-._.--._.......----.....................------ ---._..................-- - 3 Int 36 49 7 37.8 -41.1 4 Int 36 17 7 38.3 -41.6 5 Int 71 14 7 37.9 -41.2 -......-- .--- -..................._....... - _ _..._....--.._...-_ -- - -- 6 Int 36 49 7 37.8 -41.1 7 End 54 18 7 38.3 -51.3 _......_ --- -.....................................- --- ----...................... __. --............-- 8 Int 54 18 7 38.3 -41.6 9 Int 37 49 7 37.7 -41.0 10 Int 37 49 7 37.7 -41.0 --........ .._..... - -- -- 11 Int _ _72 36 7 _ 36.8 -40.1 12 End 52 48 7 36.9 -48.6 .. - --. -- - ---_ .. ............_._--. -- -- ... . --- _ --------. ...- --- 13 Int 52 22 7 38.3 -41.6 ----------------------- ------------------- - -- 14 Int 23 22 7 38.3 -41.6 15 Int 36 17 7 38.3 -41.6 Prepared in accordance ivith:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 ,r. 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. 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 + TESTED DIMENSIONS MULLION REQ Y/N ( )PSF (-)PSF (+)PSF (-)PSF SIZE REQ Y/NINA 1 Int Window 7/8"Lami lG FL15780.3 40 50 36.9 -40.2 52x72 52x48 YES No 2 Int Window 7/8"Lami lG FL15768.7 60 60 38.3 -41.6 63x48 52x23 YES No 3 Int Window 7/8"Lami lG FL15780.3 40 50 37.8 -41.1 52x72 36x49 YES No 4 Int Window 7/8"Lami lG FL15768.7 60 60 38.3 -41.6 63x48 36x17 No No 5 Int Window 7/8"Lami lG FL15768.7 60 60 37.9 -41.2 63x48 71x14 No No 6 Int Window 7/8"Lami IG FL15780.3 40 50 37.8 -41.1 52 x 72 36x49 YES No 7 End Window 7/8"Lami lG FL15768.7 60 60 38.3 -51.3 63x48 54x18 No No 8 Int Window 7/8"Lami lG FL15768.7 60 60 38.3 -41.6 1 63x48 54x18 No No 9 Int Window 7/8"Lami lG FL15780.3 40 50 37.7 -41.0 52x72 37x49 YES No 10 Int Window 7/8"Lami lG FL15780.3 40 50 37.7 -41.0 52x72 37x49 YES No 11 Int Window 7/8"Lami lG FL15768.7 60 60 36.8 -40.1 63x48 7206 YES No 12 . End Window 7/8"Lami lG FL15780.3 40 50 36.9 -48.6 52x72 52x48 YES No 13 Int Window 7/8"Lami 1G FL15768.7 60 60 38.3 -41.6 63 x 48 52x22 YES No 14 Int Window 7/8"Lami 1G FL15768.7 60 60 38.3 -41.6 63 x 48 23x22 No No 15 Int Window 718"Lami lG FL15768.7 60 60 38.3 -41.6 1 63x48 36x17 YES No Florida Building Code Online Page l of 3 (ilc; SCIS Home Log In p User Registration Hot Topics { Submit Surcharge Stats&Facts Publications FBC Staff ii SCIS Site Map i Links j Search iW�lC]a Dc�fe(1 j BusinesProd(;� Professi nal USER:PubicUseroval Regulation UP Product Anoroval Menu>Product or Application Search>Application List>Application Detail FL# FL15780 114 Application Type Revision Code Version- 2014 Application Status Approved Comments Archived C� Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-3400 Ext 1109 j ti n ker@soft-I ite.com Authorized Signature Vivian Wright rickw@rwb Idg consu Ita nts.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Wind:Subcategory Doublung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W 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 07/01/2016 Validated By Ryan J.King,P.E. I Validation Checklist-Hardcopy Received Certificate of Independence FL15780 R4 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2008 AAMA/W DMA/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_dtl.aspx?param=wGEVXQwtDgt3e1 SA1nEOW... 7/2/2015 Florida Building Code Online Page 2 of Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products FL At 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 R4 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 R4 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-(XIX Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R4 II 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 R4 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 Installation Instructions Approved for use in HVHZ:Yes FL15780 R4 II Inst 15780.3.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 15780.3 for Design Pressure Ratings,any FL15780 R4 AE Eva[15780.3.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.4 d."5300 DH53(135305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R4 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 R4 AE EVAL 15780.4.0f 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 R4 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 R4 AE EVAL 15780.5.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrleh[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/pr_app_dtl.aspx?param=wGEVXQwtDgt3e1 SAInEOW... 7/2/2015 Florida Building Code Online Page 3 of 3 electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here_ Product Approval Accepts: 91 WR REk M sccvritv,mv-rntcs- https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3el SA1nEOW... 7/2/2015 1 r R R W Building Consultants,,Inc. B Consulting and Lnginecring 5em*s,for.thc Buildingjridustry C P.O.1jos 230 Valrica,FL'33595 Phone 813;639:9197 Florida.aoard arpmrossiougl Enviucg'rs Certiricalc.arAulltoriivion NO.9813 ► Reportitet on 1 i ,2015 Product Sub,Category Manufacturer Product Name Category Soft-Lits:LLC "5400 DH54(G5405)" Windows Double Hung. 10.260 Philipp Parkway Double Hung Window Stroetsboro,'OH 44241 "Impact" (330).52"400 Scope: This is,a Product Evaluation report Issued by,R W Building.,Consultants Inc..and.Lyndon F.Schmidt,P.E.(System.IQ.#.1996) for5o4-Gte LLC based on:Rule,Chaptdt No.61620=3;Method"1 D of tfie State of.Flori la Prodt ct pproval;>Department.of Rusiness.8.Piofessignal"Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not.have nor will acquire.financiM interest in the company manufacturing.or distributing the:product or in any'otherentity>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),Flodda Building Code(FBC)structural requirements Includingdhe'°High Velocity Hurricane Zone': 2 Product anchors shall be as listed:and spaced.as shownon details-Anchor embedment to base material shall,be beyond wall dressing or stucco. 3. Whenused'in the WHe this product complies with'Section-1626 of the Flodda'Building r=ode and does not require an impact resistant covering.. 4. When used in areas:outside:of the:"HVHZ`requiring:wind borne debris protection this;pr'oduct.complies with Section 1809:1:2 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 Sinned by TEL 030013D2 TAS:201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E. TEL 03001303 AAMAIWDMAl1U1fl.SMA440-08 Testing;,Evaluation LabOnc. yk ,Wright TEL 03001364 ASTM E 1866-051E 199646 Testing Evaluation Lab:,lnc. V.K.Wright 2. MiamI,Dade.NOA Materials Testing 14=0423.16 Saflex°'PVB Interlayer(Eastman Chemical Company) 14-0820.11 P.VC;Extrusions(Vision Extrusions Ltd.) 3. Drawing No. Prepared by Signed 8 Sealed by Na.FL-15780:3 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,RE 4. Calculations Prepared by Signed 8 Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon R Schmidt,P.E. 5. QualitVAssurance Cer ifiple..of Participation issued by Farabaugh Engineering and Testingi Inc,certifying lhaf Soft-Lite LLC is manufacturing products " within a quality assurance-program that complies with ISO/IEC 17020 and Guide 53''. 1 _ Lyndon F.Schmidt,P.E. FL PE No.43409 4/30/2015 Sheet 1 of 1 .„ ', ��.�``�pr•k a r���i;� � .SOC. '•• .`y/Ori � Fri A_ } {�r Y iE- ndows SIE CHART FOR rPRAMBSRES i. '............ ```1` j 8T kigb1gl�ue4liLy to light. I. 1������ ��`,` 10250 PhMpp Poemay.. Streetsboro.Ohio 44241 N o �.� 0oz:� Z U "5400 DH54 G5405 " ,f �� a m MEL DOUBLE HUNG WlND`OW X IN "IMPAcrr w �o GENERAL NOTES 1. This product has been evaluated andts in compliance with the5th Edition(2014)Florida o 0 Building Code(FBCpsiructurol requirements including the'Vigh Velocity Hurricane Zone" < (HVHZ). t� w 1 2. Product anchors sholl be as fisted and spaced as shown on details.Anchor embedment to X IN base material shail be beyond Wali dressing orstucco. 0. a d 3. When used in the"HVHZ"this product complies with Section 1626 of the Rorida Building Code and does notrequire an impact resistant coven �'� 4. When used in areas outside of the HVHT'requiring wind bome debris protection this e product comples with`Secflon i 6091,2 of lite FBC arid does not,requile:on,impact resistant r covering.This product meets missile level'b"and inciudes•Wind Zone 4 as;def'Ined in ASTM N . i El 996 and Section i 610.2.2 of the FBG. o 5. For 2xstud framing;construction,-anchoring of these units shail.be the some as ihat shown for 2x buck masonry construction. o d 6. Site conditions that deviate from the details.of this drawing require further engineering analysis by a licensed engineer".or registered architect. ' z 7. This product meets water infiltration requirements for"HVHZ". ry a a ,. 1` 0 12 TABLEOFCOMEIM o MAX MAX G1MS DESIGN PRESSURE(PSFj' are'6 24 •13 °z SHEEr9 DESCRIPTION FRAME D O TYPE o , sevc N.T.'S R: 1, pool eievotions.design n pressms andgonerai notes �:D►M€NSION. DIM ENSIGN. - POSir71%E NEGA VF 1 2 Horizontal crosssection5' ° m 3 Vertieol cross section 520"X:720' 43.0"2 30.31" ca +40.0 -50.0 cm-;are LFS �. 4 Buck and Irome one otin oarrd+c'xa: Sy 5 811J of m01e601S,COmpOnOfi an ". etas s FL=15780.3• - 0 st+Ecr I..a' 5 n 7e -oHF 7r.eaZnatlenux�azid�'M'd£rnr p f196 ON,vo 9d6�i SNOiSAM L616'489'426 '!.ON oucUdSN01103S';SS02i0 ..-. 1y11dOZ12fON 8 3iU0 .ON M M i 56f.0 Zi 'ooVloh OCZ xoH 'O'<7 J�/1�y�t :.kl' .X9.1 vtHZ)-'(73..N15:01 3tYl7dR-:42 tt > t t!i-X� � O' �Ni Si2dN1'1t13NOt1•'JNiQtili9'/l UU-�(. �A'i8W35S1�Z)O':I.L+7d _. - F-• •�� '� .fir �:•yaltiox,. 5�,�•� �aiwuas :t �o�,,,c, sMoON�M stn-t�o5 � t� �i ski w�ndaad oluau�naop �1DffOtkid' 3 �g � '��:- � . s7c —i 34= 11 E soler 'ON •••.� �,,.—^ •• `� a' 4 !l/11711 tttt w „s coz N � U r=m o� �m a � �x O - uico- IE y a L I c.�aq U o cnq ❑p m0 co Otici 2a 8a 0Q a• N FT I: J !ta •_� �� n o. M M �fes. • c � o u e. V U: �`U f'.L``_` T] O f• •• i O.. m z AYH r�`F.rmrttst-rhle•cez)s�+.uaq+a cee;l�sbw+'cja-�ifionu arawa tees:-�ism�adzv}r�ar�iadau3ucnrWd ret�wiswer,�t�a 1 T. ll ...��� is a . NOrt 1.Itarn 930.lmpaCl Btock,must be Irrslatted fitah against the inside edge of:;he eztericrfrome leg. 1 P U'9:d- P1 IS 211 m d`LGI 2D P' SEE NATE T $ 0 _' E 0. G�r L_.._:__. C]t�a 41' I 04 2 PER KEEFER. y 23 14 `� 3 VERTICAL CROSS SECTION g uuu �l 3:. Shown D-m. d to Mosonry INTERIOR EXTEPIOR � . MrERIOR EXTERIOP. �iw p Gl OG,-- c & � '(1- VERTICAL CROSS SECTION G3 Z Buck Construction v 14 �C 1, ' O� Oma. n� 14 o � m I- 1 28 iYP. OQ� - SEr'NOTE1 ���.- �� SEENOTEI Q� s Ktj / -- � _ A OE dae 6/24/13 su11 11:T.S !F� VERI7CAL CROSS SECTION4 VERTICAL CROSS SECTION3 2X BuckCorutructlon : StirnvnyilXBuck 3 ova ? 0' a" r , Tzg .......... 1 J O•m 67 TM 'y 2XSUC9, F 2X TX G BUCK' / DRECfTO e MEETING _ tI— __ AM MAD a95 I cs g ' MASONRY MASSONRY iYP,9ti ' OPENINGS QPENR•.G . r' w 2XBUCK K w ff i DIRECT t0 MASC)tJRY �v, o x ANCHORSTHRU 0tmFA:dBLOCK FRAMEANCHORING" BUCKANCHORING � z � n S CONCRE7EANCHORNOTES: t.Concrete anchor locations at the cciners:moyf a adjusted to mo ntotn'lhe.mfn, }? edge distance to mortar Jo nts,. W 2-Concrete anchor locaticnsnoted os MAX ONCENTFR"mustbeadjusiddlo, o mofnrain the mim edge distance to mbdprijoints,additlondi concrete.onchors _ moybe requrued to ensure the MAA CiN CENT'W'dmension ore notexceeded, µ 3,Concrete anchor iobie, U t MIN CLEARANCE M!N CLEARANCE. w a ANCHOR ANCHOR MIN 4 i0 MAiONRY' TO ADJGEN A TYPE SIZE EMBEDMENT' a EDGE.: ANCHOR. ...' � T ELCO 1/4" T•T/4" 1" 4" mra•ey: ,JK a ULTRACON y M.�r LFS WOOD SCREW INSTALLARON NOTES atuunx Nqw T.Malotoln o'minimum 5/8"edge dutance,`t"end dWahce,&t"o,c.Wactrig of FL-75780.3 wood screvrs to prevent the spfitifng bFwaod. s[ir 4 or 5 r� n. BILL OF MATERIALS -k ....... OFAI N DESCRLMON MAT"LAL . ......233" A 'IXBUCKSG>=OA2WOOD, 6 2X allCK SG>=0.42 WOOD C 1/Se-mm.sHim SPACE D 1'/7 x 2-3—I4"PFH ELCO OR rrw CONCRETE SCREW gi MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI E CdNCREIE. t'�GIAZINGBEAD @AEINIORCFMENT 361:01?HOLLOW BLOCK CONFORMING TO ASIM C90 F 0I0X2-1/2'PPHVfS STEEL G 1/A'X"3-1/4"PFHLICOORItWCONCRMSCREW STEEL PLAIN RAIL fk v T-:5, z 0 7R�11/4X VIA"PFH ELCO OR RW CONCRETESCREW STEEL 6 J I114.'-X 1-3/4",PFH ELCO OR ITW CONCRETE-SCREW STEEL ,K #1011-1/27 PFH SMS STEEL 1 FRAME* PVC, I 4 HEAD ADAPTER' PVC 5 HANDLE RAV PVC Rvc cq 6 rEEPaRAIL' 7 LOCK RAIV C6 It 8 PLAIN RAIL! Pvc 1-.'\HEAD ADAPTER 9 GLAZING BEAD' PVC 10 REINFORCEMENT(6063-TS ALUM.) ALUM_ GEL D.OW-- lu 11 SILL ADAPTER" PVC'. 20 PUSH BUTTON SWEEPLOCY 7 LOCK RAIL 21 PUSH'BUTTON SWEEPLOCK KEEPER-- 23 # -X I H his STEEL P 25 TILTLATCH 26 46 k4l'PFH TEK SCREW ,STEEL u Co. 28 WEATHERSTRIP 10.259!SINGLE FIN PILE) 2.75- �m t2; 3-0 17[TX—2X6'LONG L PIASJ IC IMPACT BLOCK ABS I ------ •THEAPFROVEDWHIIERIGID PVCEXIERII R a(TRUSIONS FOR WINDOWS ARE 70 BE PRODUCED BY O, EXTPUDERS-LICENSEWWAAVA dEkTIRCAVONS PROGRAW FOR RIGID PVC EXTRUSIONS*. zi 0.065" rollI-GLASS BITE 71T THfC.K ED --0.097SAREY'PWINTERLAYER u 'wWANNEALED, (y } D. ij AIRSPACE IF jjfr?nkN.NEALED c 1:S1" lAM-- STERWERC&TSF CER NEXT GENERATION(DO'M OR N.T.S. UISTANTGIAZEM[DOW) f—k�HAN PAIL E GLAZING DETAIL 006.W., `JK —,Ec l f 7/4/2015 Florida Building Code Online f F r1nV,Y, 15 Ir olida Depaltmenlof BCIS Home ( Log In ` User Registration Hot Topics Submit Surcharge Stats&Facts ' Publications ! FBC Staff ; BCIS Site Map ; Links Search Busineseasy, �Product Approval Fir ofessiV�a�IP; :USER:Public User Regulation Product Approval Menu>Product or Aoolication Search>Application Lis[>Application Detail 3 FL# FL15768-R3 x Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330) 528-3400 Ext 1109 jti n ke r@ soft-I i te.co m Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory EFixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed 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 12/31/2016 Validated By Ryan J. King, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15766 R3 COI CERTIFICATE of INDEPENDENCE.Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2008 ASTM E 1886 2005 ASTM E 1996 2006 ASTM E1300 2004 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code httpsJ/floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgt3eiSAJnEOW5%2b4JiAhpQMdgMHALEcXyExnnHG8Hwf4Mg%3d%3d 1/3 7/4/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 01/14/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description ........._..--- —-.........._-....__ ................ - ---------....................- 15768.1 a. "CPWL"Casement Picture Extruded PVC Low Profile Fixed Casement Picture Window- Window Low Profile (0 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15768 R3 II Inst 15768.1.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 15768.1 for Design Pressure Ratings, any FL15768 R3 AE EVAL 15768.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15768.2 b. "CPW"Casement Picture Window Extruded PVC Fixed Casement Picture Window-(O Configuration) _.......................--.... -—.-.......__............_...— --.......__... _.....- —..........._ .......................... Limits of Use Installation Instructions Approved for use in HVHZ: No FL15768 R3 II Inst 15768.2.Ddf 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 15768.2 for Design Pressure Ratings, any FL15768 R3 AE EVAL 15768.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15768.3 c. "Imperial LS PW12" Picture Extruded PVC Fixed Picture Window- (0 Configuration) Window Limits of Use Installation Instructions — Approved for use in HVHZ: No FL15768 R3 II Inst 15768.3.pdf 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 15768.3 for Design Pressure Ratings, any FL15768 R3 AE EVAL 15768.3.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15768.4 d. "5400 PW54(G5401)"Picture Extruded PVC Fixed Picture Window-(O Configuration) Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL15768 R3 II Inst 15768.4.Ddf 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 15768.4 for Design Pressure Ratings, any FL15768 R3 AE EVAL 15766.4.1)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15768.5 e. "5400 PW54(G5401)"Picture Extruded PVC"Impact"Fixed Picture Window- (0 Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15768 R3 II Inst 15768.5.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 15768.5 for Design Pressure Ratings, any FL15768 R3 AE Eval 15768.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15768.6 f. "5300 PW53(G5301)"Picture Extruded PVC Fixed Picture Window-(0 Configuration) Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL15768 R3 II Inst 15768.6.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 hftps:/tfloridabuilding.org/pr/pr_app dll.aspx?param=wGEVXQwtDgt3elSAInEOW5%2b4JiAhpQMdgMHALEcXyExnnHG8Hwf4Mg%3d%3d 213 1 i 7/4/2015 Florida Building Code Online Other:See INST 15768.6 for Design Pressure Ratings, any FL15768 R3 AE EVAL 15768.6.Ddf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particula 15768.7 g. "5300 PW53(G5301)" Picture Extruded PVC"Impact" Fixed Picture Window-(O Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15768 R3 II Inst 15768.7.Ddf 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 15768.7 for Design Pressure Ratings, any FL15768 R3 AE EVAL 15768.7.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487=1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. PFoduct Approval Accepts: sccuritvmi-1 mcs: https•J/floridabuilding.org/pr/pr app_fl.aspx?param=wGEVXQwtDgt3elSAInEOW5%2b4JiAhpQMdgM HALEcXyExnnHG8Hwf4Mg%3d%3d 3/3 R W R W:Building Consultants, Inc. Consultingpud Engineering Services for the Building Industry C P.O.Bax 23D Valrico.FL 33575 Pliant 813.619.9197 Florida Board ofProfm ional Engincers Canifica[o of Aurhoriziaen No.991 S Al"i-odixt E,valitatimiReport Dfife: April 28,20 15 Product Sub Category Manufacturer PraductVame, Category Soft-Llt�ikLC "5300 PWS-3(QS301)" Windows Fixed 10280 PhIIIpp.Parkway Pictute Window Streatsboro,OH 44241 "Impact" (330)628-3400 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 Rufe Chapter No.61G20-3;Method I of the State of Florida Product Approval.Department of Business;&ProfessionalRegulation. RW,Building Consultants:and Lyndon F.Schm dt,P.E.-do not have,nor.will.acquire financial interest in the.company manufacturing or distributing the product or many 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 Sth Edition(2014)Florica Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone". 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies,with Secllon 1609.1.2 of the FBC and does not requiire an impact resistant covering. This product meets missile level"C"and excludes Wind Zones 3 and 4.as defined in Section 1609.1.2,2 of the FB.C. 4. For 2x stud framirtg,wnstruction,anchoring of.these unitsshalt tie the same as that shown;for 2x,buck.masonry construction. 5. Site conditions that deviate from the.details of drawing FL-15768.7 require further engineering analysis by a licensed engineer or registered architect. 6. See.drawing FL-15768:7 for size.and design pressure limitations. Supporting Documents; 1. Test Report No, Test,StandArd Testing Laboratory Signed by TEL 63001289 AAMAANDMA/1011I.S.2/A440-08 Testing Evaluation Lab.,lnc. V.K.Wright TEL 03001290 AAMAIWDMA1101/I.S.2/A440-08 Testing Evaluation.Lab„Inc. V.K.Wright TEL 03001291 ASTM El 886(05),ASTM E199.6(06) Testing Evaluation Lab.,Inc. VXWright TEL 03001292 AS 201,202,203-94 Testing Evaluation Lab.,inc. V.K.Wright 2. Miami Dade.NOA tAatedals Testing 13-0129..27 DuPont-Butacite0 PVB Intertayer 3. Drawing No. Prepared by Signed&Sealed by No.FL 15768.7 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. s,- S. QualIN Assurance. Certificate of Participation issued by Farabaugh Engineering and Testing,Inc,certifying that Soft-Lite LLC is manufacturing products wiihin a quality assurance program that complies with 1SO4EC 17020 and Guide 53. Lyndon F.'Schmidt;'RE. FL PE No:,43409 4/29/2016 Sheet(of�1 %"0%11161111 4,0 k -Lite _ � Oft _VVindows y:Zdrmn Bringing qualify to light, o��Z 10250 Philipp Parkway Streelsboro.Ohio 44241 --SEE CHART FOR FRAME SM a g z o o m°c w an~ d d o a. e e mdam "5300 PW53_(G530`1)" C l CoZ PICTURE WINDOW y "IMPACT" LL O � zw z � 3 Ow O J �� a GENERAL NOTES = 1. This product has been evaluated and is in compliance with the 5th Edition(2014) wkH =)<n o a Florida Budden .Code FBC structural w 9 (FBC) requirements excluding'the"high Velocity Hurricane Zore"(HVHZ). 0 a a o. ip 2 Product anchors shall be as listed and spaced as shown on details.Anchor m embedment to base material shall be beyond wag dressing or stucco. 3. when used in areas requiring wind bome debris protection;this product compiles with Section 1609.12 of the FBC and does not require an impact resistant covering. This product meets missile level"C"and excludes Wind Zones 3&4 as defined in ASTM El 996 and Section 1609.12.2 of the FBC. N m a` Z 4. For 2x stud framing construction,anchoring of these units ftll be the some as that W in shown for2x buck masonry construction. N rr 3 S. Site conditions that deviate from Ithe details of this drawing require further engineering analysis by a ricensed engineer or registered orctufect. a � o a v - � z 8 MAX ; ,uax, " ewes 'deSldN'PRkSSURE(PSt)' TABLE OF CONTENTS FRAME DLO TYPEy n = DIMENSION DIMENSION r PoSIi11/E NEGATNE z SHEET# DESCRIPTION 1 Typical elevations,design pressures and genets!notesnu 48.0"x 63.0" 43.5'x 58:5" GT +60.0 -60.0 e i0 25 13 2 Horizontal and vertical cross sections soca£ N.T.S. € 3, Buck and frame anchoring UNG.of.. JK m' g 4 861 of materials,components and glaring details CW_or. 11=5 3 cDruwum NO-- FL-15768.7 0 Esiert_L or 4 R;\Dients\Soft-Lite Permanent\Fladda Product Approvals\FL 15768 Flxed\C-Drawings\FL 15768(2014)\FL-15768.4-7dwg.dwg,2 7 m t. � �A -o Z S C O 0 � a N W m p 0 o ER O N N Z 33 i tT n S a m �c O m m N N 0 D N W �� ,�• as o m � • e`. o � 0 0' O A 0 r- 0 30y v A P D N W c 0 n a m o W 00 3 = 7i 0 z a 1-1/4"MIN. ?3 1-1/4"MIN. EMB.(TYP.) Q EMB.(TYP.) N _ n l) 21 ' 0 JO �. v,•ViceN •.J No.43408 yi9,s n 4 PRODUCT: Docomant. Pmp r.d By: t'1 SOFT—LITE WINDOWS Lyndon F. Schmidt '�� Axomp, IN I p P.E No. 43409 GI o Z N7111111111\\ -t to PART OR ASSEMBLY: DR��BUILDING CONSULTANTS, INC. Oo VI 1 J OJ 15 UPDATE TO 5TH ED. 2014) FBC JBY �,- I/ P,O. B , VGirico, FL 33595 J V N w NO DATE HORIZONTAL AND VER77CAL YY Phone No.: 813.859.9197 REVISIONS CROSS SEC17ONS FSPE C.A. No. 9813 ®2013 R.W.BUILDING CONBUL—NTB INC. 14.5'MAX.O.C.(TYP.) 4. 17'(iYP.J �' Z TT �= m O.C. da Iti Z o m o rfllll �� OM z U N•, z0zJ a .4 mm aa`T _ _ e TYP. 2X BUCK p 2%BUCK E o Z a9 cd yX j 1%BUCK '= BUCK FRAME — K DIRECTTO — -0 � MASONRY — MASONRY — OPENING TMP MASONRY 3 = U OPENING — — Z J W € 1' ,., o m G a a BUCK ANCHORING FRAME ANCHORING mU 4 a a H i to Z o � O >0> W 'E CONCRETE ANCHOR NOTES: "� � 1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2.Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to o maintain the min.edge distance to mortorjoints,additional concrete anchors _ may be required to ensure the MAX.ON CENTER"dimension are not exceeded. N g 3.Concrete anchor table: a MIt C.t......CE 74" RAANCHOR ANCHOR ZAB .....- , .-: EDl;E..:.... ..: . _ ..... ...:.....:.-...:.. OR .:.: sour: N.T.S. ELCO ® owc.W. JK mULTRACON " " " WOOD SCREW INSTALLATION NOTES: � •BY. LFS 3 rc 1.Maintain a minimum 5/8"edge distance,)"end distance,&1"o.c.spacing of FL-15768.7 n wood screws to prevent the splitting of wood. n Sx¢t 3 or 4 o — — a :."""BILL OF MATERIALS REM f DESCRIPTION MATERIAL Z, �'• m A 1X BUCK SG>=0.42 WOOD B 2X BUCK SG>=0.42 WOOD =tl> yrj z' R'rO?� C 1/4"MAX.SHIM SPACE ' i „ D 1/4!'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 3.45' %i�'• %•` o 0 E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE �/TIT*T �� 1 i o'm d 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 °19 Z U N F #8 X 2-1/7'PPH SMS STEEL z n?v J 1/4"X3-1/4"HWH ELCO OR ITW CONCRETE SCREW STEEL K 1/4"X 2-3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL e.a goo`a 1 FRAME' PVC o 4 m a a 2 GLAZING BEAD* PVC r Eo Z 3 CHANNEL COVER' PVC E •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". Z 0.065' F7 [1' m c � U O Z Vi 3.25' w T FRAME En o o x a m a a �r m NEXT GENERATION(DOW)OR 1 IT GLASS BRE INSTANT GLAZE III(DOW) 0 7/8"THICK o 0 V F Ln 1/8"ANNEALED R 1'846 b � o o d 0 G o 0.090"DuPONT c Butacite®PVB INTERLAYER 0.05" G z 1/B"ANNEALED F AIR SPACE — j 0.78" o a 1/8"ANNEALED 'm z z oG 11N PLATED INTERCEPT SPACER 2 GLAZING BEAD 3 CHANNEL COVER —10125113 n sma N. S. LiT GLAZING DETAIL DWG-BY: JK m p1 CHK BY: LFS 3 DRAMG NO.: O: n FL-15768.7 0 osneer 4 oe 4 a .... ....... MIAMI'`' ' MIAii-M—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTNIENT OF REGULATORY AND ECONOi4IIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADNIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 PTANCE NOA wynv.miamidade.gov/economy 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)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 Rod tri t e �PROVAL TION: Clipped Extr udetl Aluminum Tube Mullion w/and w/o Steel Reinforcement—L.M.I. DOCUMENT: Drawing No. AW— 100 , trt a lttminum Tu e u lions S ee s 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 Miarni—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control SS { I A T T ar e it Sr ral iss'le m ac R i tar 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. 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 tine 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. A� 4y NOA No. 14-0908.08 MlAhrr DADS COUNTY Expiration Date: May 30,2017 tJ[ °` Approval Date: November 06,2014 Page 1 Lawson Industries,Inc.' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. 'Manufacturer's die drawings and sections. (Submitter)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 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 aluminum 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 NOA No. 02-0501.05) 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-1 I 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. FT1,1376, dated 01/31/96,signed and sealed by Gilbert Diamond, P. E. (Submitted under 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 wed 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 5`h 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 underprevious NOA No. 12-012707) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted unrler 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 0' 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (COWINU;D) 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. (Subtnitted 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. (Subrnitted ander previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL-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. 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 r THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT f AND CAN BE USED WITH ALL LAWSON'S MIAMI—DADE r7 In ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON—IMPACT PRODUCTS. GLAZING HORIZONTAL MULLION 0 4 PRODUCT RECTANGULAR ALUMINUM TUBE MULLIONS u y 3 USING MULLION PROPERTIES ONLY S ANCHOR/CLIP [HORIZONTAL MULLION GLAZING rn v 3 PRODUCT 3 o`D rn o + a GENERAL NOTES: m o cv; 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3 IJ`,�M,� y z C 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING +4v HIGH VELOCITY HURRICANE ZONE (HVHZ). Zwz a z W VERTICAL VERTICAL If 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE N w x W o MULLION MULLION 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD,WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. Z II 3. MUWONS ARE APPROVED FOR IMPACT AND NON—IMPACT APPLICATIONS, oz 2 cel _ INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. ti W GLAZING GLAZING GLAZING ¢ I— GLAZING 3 a 4.WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER D p� PRODUCT PRODUCT PRODUCT �cn PRODUCT p LOADS TO THE STRUCTURE. 5.ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR/CLI 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS N ARE NOT PART OF THIS APPROVAL 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF o a WOOD ANCHORS ONLY. 6 B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, H W1 W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET a' F MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA BLDG.CODE—SECTION 2003.6.4. MULLION SPAN N a k WIDTH (W) = Wt + w2 + W3 MULLION CLIP NOTES: FQ+ 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 8 0 HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET $ OF 10 FOR DETAILS AND NOTES. LL REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS i r PRODUCT3 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS " 4 VERTICAL `: 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. ° w MULLION + N • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS z ' 3 H w 6S3 GLAZING GLAZING zi PRODUCT PRODUCT (n GLAZING GLAZING II S z z PRODUCT PRODUCT oz 3 a+ VERT < � ICAL �N � '�, 1 11 11 ANCHOR/CLIP, MULLION ANCHOR/CLIP o W1 W2 W1 W2 N O f W MULLION SPAN PRODUCT RFVISFD .z�'''.r ns wmplYing With the l=lorwa W1 + W2 W1 + W2OagdmgCode qj� 0 9 >', WIDTH (W) = 2 WIDTH (W) = 2 AcccpumccAo �' fr`/� �8 ``.'.i ,• , Ugno TYPICAL MULLION ARRANGEMENTS ' ,5imiilT:�Ua Product Couuol 1 6 Ll 1.690 a .062 1.500 p /.56YP. rlICAL •1251x000 4.000 4.000 115 2 1.500 ,1211 ell q7.�( 0623.000 3.062 3.000 .115 2 X 4 2.000 L732 2.062 4.500 �I STD. TUBE WINDOW FRAME 2.000 ,Z Q 2X MULLION CLIP MULLION _H o'0 M a R O o 6063-T6 188J .156J �.. 102 IL 1,000 IO2 1.000 156-1 I .078 (I`� 'a 1 6,000 F�1.062 1,I88. o62-41.188 M3.062-1 ,�' Z NOTCH L• 2X 6 1 X4 1 X3 1 X3 1 X2 1 X2 W �•L• oprlONu STD. TUBE MULLION CUSTOM MULLION U TOM M l ION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 `C E'- E9 I Ixx: 2.070 in4 Ixx: 1.000 in! Ixx: 0.950 in Ixx: 0.370 in`. Ixx: 0.330 in4 2 o I Sxx: 1.035 in3 Sxx: 0.657 in3 Sxx: 0.633 in3 Sxx: 0.370 in3 Sxx: 0.330 it z `y 0 ®M Q (FLANGE FRAME)FRAME) (FIN FRAME) (FLANGE FRAME) '(FIN FfRAlAE), NGE FRAME) Q, .. STANDARD TUBULAR SHAPES . Inplyi0 �YitH lhaN1011dD 4, I p---2.000 'I TYP.WALL= 125'ALL I Bu7dhID-; o c _p 1 Uf p O I ALLOY- 6063-T6 1.000 Acccpfmlcel!o 9 �I r .125 G•cpirA i0 D 10 ' 0/2a�f u tat .750TYPICAL J•. ;,wi GLAZING PRODUCT Uy`• 124 1.000 y ai �t D°°z oducl coirta f+ Q (n ri 1.000 h-zDoo� F� 2.000 les z2s° -�::�� I �1.000� ,125 Q 4.060 � �z •i 6.000 3.000 ~ I .125 i 2.000 4,500 °• a. IX MULLION CLIP 2.000 3.000 4.000 4.900 $ 6063-T6 LLJ Lc 1 X 4 1 X 3 1 X 2 ` MULLIONS CONTAINING STD. TUBE MULLION STD, TUBF MULLION STD. TUBE MULLION a r o o L TCH TYPICAL GLAZING PRODUCTS 2 x s 6063-T6 6063-76 6063-T6 N i OPTOONNAL HORIZONTAL OR VERTICAL 2 X 4 Ixx: 2.070 in3 Ixx: 0.950 i Ixx: 0.330 in3 v a Sxx: 1.035 in. Sxx: 0.633 in. Sxx: 0.330 in. v $ STD. TUBE MULLION STD. TUBE MULLION m a° ESi c' o SEE WINDOW OR DOOR APPROVAL FOR 6063-T6 6063-T6 a FASTENERS SIZES AND SPACING o a Ixx: 8.280 in4 Ixx: 2.980 lr Sxx: 2.760 in3 Sxx: 1.490 in3 CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS c t^ (' INSTRUCTIONS USING MULLION PROPERTIES ONLY $ MULL "L" 1 X 2 1.688' USE CHARTS AND GRAPHS As FOLLOWS. 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. y c STEP 2 USE APPROVED GLAZING PRODUCTS MEERNG ABOVE LOAD I�i3 NOTCH 1 X 4 3.688' REOUIRELIEHiS. o a OPTIONAL STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT 2 X 4 3.688' APPROVAL. NOTES: fes IN. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET o 2,000 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. 1. ALL CLIPS AND ANGLES ARE TO FIT STEL'5 WIT 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 SHEEr 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. 1p 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 �2,000� 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 m Width w MULLS PAN 1X2 1X3 1X4 2X4 2X6 Width(w)l MULL SPAN 1X2 1X3 1X4 2X4 T 2X6 Width(w) MULLSPAN 1X2 1X3 1X4 2X4 2X6 Rn o e 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 c 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 0 q #3&4 123'0 150.0 150.0 150.0 150.0 30 17.0 48.9 106.5 150.0 150.0 30 25.2 36.3 100.900 36 102.5 150.0 = 150.0 150.0 36 40.7 88.8 127.8 150.0 36 21.0 30.3 84.1 n'.1 LW7 0 42 #6&15 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 r,48 74.1/4" 30.6 66.6 2 95.8 150.0 48 120" 15.6 22.7 63.1 1 o 54 68.3 137.6 150.0 150.0 150.0 54 #9,10,11 27.2 59.2 85.2 150.0 54 20.2 56.1 3 4 M F { 60 61.5 123.9 150.0 150.0 150.0 60 HORIZONTA - 24.4 63.3 76.7 144.2 60 18.2 50.5 i 5i 66 55.9 112.6 150.0 150.0 150.0 66 22.2 48.4 69.7 131.1 66 16.5 45.9 i A 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 w w x ti D o 78 47.3 95.3 150.0 150.0 150.0 78 18.8 41.0 59.0 110.9 78 - 36.8 a R 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 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 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 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 F 42 VERTICAL 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 50b18' 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 U R q 64 29.8 79.1 129.2 150.0 150.0 54 18.8 40.9 58.8 1252 54 15.2 42.1 ������iii z N 60 26.8 71.2 116.3 150.0 150.0 60 16.9 36.8 53.0 112.7 60 37.9 ®~ �y 0 66 24.4 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 ld (r] a 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 Ei 30 #1&2 37.5 108.1 150.0 150.0 150.0 30 71.6 49.3 71.0 150.0 30 21.0 68.4 N 4 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 #12&13 26Z 77.2 131.1 150.0 150.0 42 16.2 35.2 50.7 123.2 42 15.0 41.7 A 48 O 23.5 67.5 114.7 150.0 150.0 48 96" 30.8 44.3 107.8 48 144" _ - 36.5 z 54 20.9 60.0 101.9 146.8 150.0 `54 27.4 39.4 95.8 . 64 - 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 o a 72 15.6 45.0 76.5 110.1 150.0 72 20.5 29.6 71.9 72 24.3 78 41.6 70.6 101.6 150.0 78 19.0 27.3 66.3 78 22.5 $ 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 , a 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 s r 30 27.8 80.0 150.0 150.0 150.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7 H o 36 23.2 65.7 125.2 150.0 150.0 36 28.8 41.5 113.6 36 15.5 43.1 v 42 19.9 57.2 107.3 150.0 150.0 42 24.7 35.6 97.4 42 36.9 s 48 63" 17.4 50.0 93.9 135.1 150.0 48 108, 21.6 31.1 85.2 48 160" 32.3 s a ft72 15A 44.5 83.4 120.1 150.0 64 19.2 27.7 75.7 64 28.740.075.1108.1 150.0 60 17.3 24.9 68.1 60 36.4 68.3 98.3 150.0 66 15.7 22.7 62.0 66 23.5 33.3 62.6 90.1 150.0 72 - 20.8 56.8 72 215 30.8 57.8 832 150.0 78 19.2 52.4 78 19.9 HOR120NTAL MULLION %'cLAZINcTYPICAL MULLION ARRANGEMENTS VERTICAL PRODUCT �.` 3 �' MULUON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE ;'•:.; St• " .. �+ Erin GRAZING GLAZING o z NOTE: JQ PRODUCTREV6SED PRODUCT PRODUCT -�o_ MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED �� N us complying with RUl l+iaddo 3 VERTICALLY OR HORIZONTALLY. i3nildhigCodu ti GLAZIHG GLAZING Accepinnca PRODUCT PRDDUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) e� n ae W1 W2 WIDTH (W) = W7 2 W2 diamijJadeproducLOmlrol ''`.i,ai.l�;l;.a�'� E- MULLION SPAN - A t.690 7�- .125 ].000 .06zJ .608 - 'I I�alz 1.000 ET30 �,600 .156 TYP. -- •0 ,125 •1253.000 r °�1405 4.000 .115 H mm4.000 3,000 3.00062 1D ra 2 X 4 4A003,625 3.000 2.688 STD. TUBE 3 4 v h MULLION TYPICAL F- 4.500 WINDOW FRAME r/1 2X MUCLIP ]- r �•-L000--� o_ R z o yO� 0 6063-T6LLION I 102 I 102 �l W 2 X 6 Ise f�1A62-I 166 Lt.06z 1 X 3 -1.188- NOTCH STD. TUBE MULLION 4 o NOTCH 'L' 6.000 STD. TUBE 1 X 4 1 X 3 N4 •L• OPTIONAL UM LLION 1 X 4 STD. TUBE MULLION 1 X 3 6063-T6 CUSTOM MULLION � I• / CUSTOM83MT LLION 6063-T6 CUSTOM MULLION 6063-T6 4 6063-T6 4 4 4 I%x: 2.166 int Ixx: 2.216 Ino E Ixx: 4.709 in. Ixx: 4.709 in. Ixx: 2.168 in. y Uy z a 3 y Sxx: 1.445 in. Sxx: 1.479 ire Fi I Sxx: 2.355 in. Sxx: 2.355 in. Sxx: 1.445 in. m 2.000 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) �'"' p '7' +1 m 3! c STANDARD TUBULAR SHAPES 2.UW ,j TYP.WALL-.125'ALL 1.580 ALLOY- 6063-T6 r, V Ij W [y ,750 :1 TYPICAL GLAZING PRODUCT w �1' .180 N U ����//���]]1��� I Ii�2.000 �f �0 I 1.625-1 2.000 .125 2.250 �^ 4.000 IFy.II 1 6.000 812 S.M.S. 012'O.C. 4.000 .125 4.500 e y ix MULLION CLIP 3.000 4.000 3.625 m o 6063-78 MULLIONS CONTAINING a x 4 m a r L' L' TYPICAL GLAZING PRODUCTS C4x5.4 f NOTCH HORIZONTAL OR VERTICAL I'RODUCI'REVISED v v OPTIONAL w complying WiDI the PlDridu c SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 Buldlug Code C a FASTENERS SIZES AND SPACING Acceplwce No v a a STD. TUBE MULUON STD. TUBE MULLION LcrliQn�m , z z 6063-T6 6063-Tfi -L d Ixx:19.648 int Ixx: 7.649 in tlia-ml OdaPonductconlrol CLIP LENGTH Sxx: 6.549 in3 Sxx: 3.825 in3 a u RECTANGULAR ALUMINUM TUBE MULLIONS F\/ MULL °L" INSTRUCTIONS: USING MULLION PROPERTIES ONLY ttt]rrarr 1 X 2 1.688' USE CHARTS AND GRAPHS AS FOLLOWS. Flt` 33 �J Ll $TEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT +�:�, +` B..-Ai� r�� 1 X 3 2,688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE STEP 2 USE APPROVED(LAZING PRODUCTS MEETING AE30VE LAAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. NOTCH I X 4 3.688' REQUIREMENTS. OmoNAL 2 X 4 3.688' STEP 3 USE CONNECTION TO MUWON AS PER PRODUCT NOTES: w n APPROVAL. .125 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET o'� zaoo USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. _ 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITHDESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2• MULLIONS MAY BE ORIENTED VERTICALLY OR SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. o ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. a4ry •�' :l 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 ] �2.oeo� ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. ¢ A STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS m ly Width(w).1 MULL SPAN 1X3 1X4 2X4 2X6 Width w MULL SPAN 1X3 1X4 2X4 2X6 Width w MULLSPAN 1X3 1X4 2X4 2X6 y .. 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 24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.6 24 33.0 71.8 116.6 150.0 coo 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 w 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 u1 w S 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 a a 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 1 r.� x N 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 3 4 M y 60 1 150.0 150.0 150.0 150.0 60 55.8 121.2 150.0 150.0 60 1 28.7 46.6 119.8 F 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 o Z 72 150.0 150.0 150.0 150.0 72 46.5 101.6 150.0 150.0 72 23.9 38.9 99.8 N W= ti g 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 to o V 18 150.0 ' 150.0 150.0 150.0 18 126.4 150.0 150.0 150.0 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 2 ca 30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 1 30 19.9 43.1 70.1 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 56.4 150.0 42150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 30.6 50.0 128.5 � 48 505/8" 150.0 150.0 150.0 150.0 48 84" 48.2 104.6 150.0 150.0 48 132" 27.0 43.8 112.5 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 38.5 83.7 135.9 150.0 60 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 66 19.6 31.8 81.8 o 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 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 l6 1 W N 18 150-0 150.0 150.0 150.0 18 86.0 150.0 150.0 150.0 18 25.5 55.4 89.9 150.0 a 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 L 30 150.0 150.0 150.0 150.6 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 ] % 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 o 48 57" 150.0 150.0 150.0 150.0 48 96" 32.3 70.1 113.8 150.0 4B 144" 20.8 33.7 86.6 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 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 72 102.8 150.0 150.0 150.0 72 21.5 46-7 75.9 150.0 72 22.5 57.8 N 78H 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 20.8 53.3 4 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 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 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 o 36 150.0 150.0 150.0 150.0 36 30.2 65.6 106.6 150.0 36 24.5 39.8 102.2 $ 42 130.5 150.0 150.0 150.0 42 25.9 56.2 91.4 150.0 42 21.0 34.1 B7.6 m a 48 63" 114.2 150.0 150.0 150.0 48 108" 22.7 49.2 79.9 150.0 48 150" 18.4 29.8 76.6 a 'm 54 101.5 150.0 150.0 150.0 64 20.1 43.7 71.1 150.0 1 54 16.3 26.5 68.1 u " 3 z 60 91.3 150.0 0 150. .0 16. .4 64.0 150.0 60 z° 66 83.0 150.0 150.0 150.150 60 1 39 23.9 61.3 0 66 16.5 35.8 58.1 147.0 66 21.7 55.7 i ' 72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 19.9 51.1 a w 78 70.2 1 131.4 150.0 150.0 1 78 30.3 49.2 124.4 78 18.4 47.2 HORIZONTAL MULLION ,�?titfilgJITJJ "GLAZING TYPICAL MULLION ARRANGEMENTS N�•a °'e, VERTICAL PRODUCT `.� 3 '. •'•'�;.'✓p MULLION. ARCHES TO BE INSCRIBED Z INSIDE RECTANGULAR SHAPE guzll GLAZING GIAZIHC Q NOTE: PROAUCT REVISED PRODUCT PRODUCT MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED ....lying wiw the Florida - 3 VERTICALLY IO HORIZONTALLY. BuBdGte.Cade __^QN)8. OQCIAZING GLAZING AcceptmtcoNaL-T^ � C7PR000CT PRDDucT (INTERPOLATION BETWEEN WIDTHS ALLOWED) Q o 'jl W1 t W2 B w W1 W2 WIDTH (W) = NiamlfJodc l'toducL Cm?liol ,., �.7 �_ MULLION SPAN 2 A 5/16'TAPCONSMIN. EDGE DIST. 5/16'TAPCONS 1 1/4" MIN. 1-1/2'MIN.WOOD PENETRATION 1-1/2'MIN.WOOD PENETRATION 2-3/16" CONCRETE OR y P° EDGE DIST. 2 PER CUP(1 ON EACH WING) 1 PER ANCLE 4' OLLOW BL CK 4 5/16'TAPCONS 5/I6'TAPCONS C _ 1-3/4'MIN. DABEO INTO MASONRY 1-3/4'MIN.EI.IBE"AONR INTO3/4 4 PER CLIP(2 ON EACH WINC) 4MINM m z 7 5r 1 1 •I 1` C, C q {gym II II I I 3 4 v aGJ � 9 zi B �j'� IL-J it iI I II II 11 II z _________ I �i iiTIX /s' 2 7/16" ii ii ii ii u�i w x (YIr�I o �j 1'.,ILOARNG CUP II 1 ALUM ANC MIN. II 11 II II ao 3 a 17 0 i.I 1 I 2 BY I 1 U L IL-JI II II a \ I I WOOD BUCK I I 1 I _ 1 BY I`. ,J I I 11 2 X 2 X LE 'a ,I U 11 ALUM ANGLE 1 __-_________ WOOD BULK f 1X FLOATING CUP �. La I I 1 1 u u I 1 I I 5 Oq �q E- M MIN. 5/16'TAPCONS ANCHORS TYPE 'D' (INTO BLOCK) U E. EDGEDGE DIST. 1-1/2'MIN.WOOD PENETRATION - 1 PER ANGL ANCHORS TYPE 'C' (INTO CONCRETES - - 4 ANCHORS THRU 1X BUCK � � w ALL CLIPS AND ANGLES TO FIT SNUG U) o iv INTO TUBE MULLIONS INTO CONCRETE OR BLOCK '�- \ I I TAPCONS MAY BE HEX OR FLAT HEAD. 1"x4" & 2"x4" MULL W w 3 MIN. EDGE DIST. 3a 2-3/16" CONCRETE OR Ute) �C I I I I 4" HOLLOW BLO K 5/16'TAPGONS 5/16"TAPCONS 1� I A 1I I1 1-3/4'MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY I 1 1 1 I 1 2 BY 1 11 2 X 2 X 1/8' 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE WOOD BUCK I I 11 ALUM ANGLE I I •I .• o I I ALL CUPS AND ANGLES TO FIT SNUG -- '-`� •'`� ALTERNATE INTO TUBE MULLIONS. o ANCHOR LOCATION a TAPCONS MAY BE HEX OR FLAT HEAD. ANCHORS TYPE 'A' u 11 n I v 2 ANCHORS INTO WOOD ii i1 ji i X IL-�I I II N w 1BY II II 2 X 2 X 1/8' z ----------- WOOD BUCK j' 1X FLOATING CUP I1 11 ALUM ANC y a p m 5/16'TAPCONS 5/16'TAPCONS [V L U o 1 1/4" MIN. 1-1/2'MIN.WOOD PENETRATION 1-1/2'MIN.WOOD PENETRATION \ I I I I 1 I r a E GE DI 4 PER CUP(2 ON EACH WINC) 2 PER ANGLE 1 1 I 1 I I u M Y 2 K �z NZ ANCHORS TYPE 'C' (INTO BLOCK) ; I yap a M ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU 1X BUCK Ite1111ererrr ` I INTO CONCRETE OR BLOCK y,`ct1 F!:•iRr Y 1 11 I 11 ------------- �- II it 2 x 2 X 1/8' 1 1[ c I I 2 BY 1 I FLOATING CUP I I U ALUM ANGLE 11 \ I 1 WOOD BUCK I I I 1 1 I PRODUCTREVISCD •�fi u7 �- 1 ry wmplyingwilh the Flolldu o.ti^. •1 Jru m 4-ODS 08 m ` I I I I I I ----------1 ISuildin Codc � ' j AccapYutca No_ �t���777 _ G� �0 '%5•r ANCHORS TYPE 'B' ' 4 ANCHORS INTO WOOD I�LA.- R,LOALTCATION Niar—Tn bndcPmducl.Control Ij:;:;,:.:;`-' ' 6 A MIN. EDGE DIST. 5/16'TAPCONs MIN. EDGE DIST. 2-3/16" CONCRETE OR 1-3/4'LAIN.EMBED INTO MASONRY 2-3/16" CONCRETE OR 4" HOLLOW BLO K 2 PER 3U; PN EACH WING) 5/16'TAPC 5 4' OLLOW BL CK 5/16'TAPCONS 5/16-TAPCONS y / 1-3/4'MIN.EMBED INTO A NRY 1-3/4'MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY p q r7 MIN. 1 P ANGLE 3/4" 4 PER CUP(2 ON EACH\51NG) 2 PER ANGLE O n ,.{ �� y .•. .,: :• .. .. � - .. � {: MAI o V' '1• .< N Q Q ' W •I M� •I •1.1' 'f :1. I :f• •.{1 M� 'I "1 1 �iR (cz7 n pqz X Ili �I II 11 II 11 II II _ O O I 11 CONCR OR I I 11 X II II CONCRETE OR I I 11A CRETE OR _ CEME BLOCK '1 11 2 X 2 X 1/8' IL-_ CEMENT BLOCK I I 2 X 2 X 1/0- ---------- .7 i CEM BLOCK I I L 11 ALUM ANGLE ------------ 4MIN.1 � II II ALUM ANGLE PL NG CUP LI N I 2 7/16 FLOATING CLI LI LI z z �. \ ! I 1 I 1 I \ I I I I "� W I I I 1 I I I MIN. 1 Z MULL MULL H rA ANCHORS PE 'C' INTO BLOCK ANCHORS TYPE 'D' INTO BL K �W I 1 ANCHORS TYPE 'F' INTO CONCRETE ANCHORS TYPE 'G' INTO CONCRE a 2 ANCHORS INTO CONCR OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK (i o 1"x4" & 2'x4" MULL N ----------- U s ALTERNATE MULL 'L ANCHOR LOCATION IAULL I 1 I I I 1 I 1 1 I FLOATING I CONCRETE OR _ CEM—BLOCK • N •1 . 1 I _ P Z_ • L� • 1 • 1'1� 5/16' ONS I I _ '•va. • •d' ' I•_• !'•••�,.:• u � aW 1-3/4 N.EA D • • I'. ..i�4 M 1 "v - •• 1 '' e x x 0 MASON v= 2 PER CUP I 1 1 ON EACH WING 5/16'TAPCONS t a I I 1 I 21PER ANGLE 1-344PEAIN.UP7 (2ON EA.CINTO HSWING) I v 1 I I M1 1 11 II II .. C;+A•; ALL CUPS AND ANGLES TO nt UG i~� I I II 11 II INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. ! , - - •2 -�I ,; PRODUCTRGVISED ' .• as cmnplying WlUI 1110 FloTulu �-�^'� ,�����- ��� TAuilding Codc ,•O ( •O8 c '. ,�. °•- Z I I IPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED Aucpt gohlo_ v^// v V \._ _''�- • f • - , M I I W ALKALI-RESISTANT COATINGS,ISUCH.AS BITUMINOUS PAINT OR 0 A6 WA -WHITE METHACRYLATE LACQUER. iBY 5/16'TAPCONS 1-3/4'MIN.EMBED Wa01!36d0 Produce CO➢HTO ' C INTO LIASONRY- 1 PER ANGLE A MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16" CONCRETE OR 2- 16" CONCRETE OR h p° HOLLOW BLO K 3-3 4" 5/16'TAPCONS 4' OLLOW BLO K 3-3/4" 5/16'TAPCONS q / 1-3/4'MIN.EMBED INTO LUSONRY MIN. 1-3/4'MIN.EMBED INTO MASONRY O MIN. 4 PER CUP(2 ON EACH WING) 4 PER CLIP(2 ON EACH WING) 4 raj 00 fn z - _ CLIP LE TH'4 11R `c o MULL 2 X 4 3.688' Z 2 6 5.688' �g5 '�Z hq Zyy \V.DD 2X6 MULL 16"TAPCONS °-3/4"MIN.EMBED INiO lAASONRY \ 2X6 MU 5/16'TAPCONS 'y + IN 4 PER CLIP(2 ON EACH WING) 1-3/4'MIN.EMBED INTO MASONRY ,., z1 3/4'• 4 PER CLIP(2 ONEACHYANG) C3MIN. ------ ------ 1 3/4 E•MIN. 3/4" � ii z O 0 2X6 MULL V) 2X6 LULL CLIP LENGTH 2x6 MULL _ L„ i------------ MULL _ a < 2 X 4 3.688 r ----------- �Z � ; < N z •- 7 2 X 6 5.688 �z Z ---------- M •f-•' I QQ d y O - --------- - --- ------- H 3334 111 3_3/4" °J: ...J .J-• u � 8 IN. +1 ANCHORS TYPE 'E' (INTO BLOCK) d 4 5 11/16' ALL UPS AND ANGLES TO FIT SN " INTO BE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE) OD BUCK " NCHORS TYPE 'E' (INTO BLOCK) TAPCON AY BE HEX OR FLA HEAD. 4 ANCHORS THRU 1X BUCK y a o 0 INTO CONCRETE OR BLOCK ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTtY TO MA RY TO BE PROTECTED 5 ANCHORS INTO CONCRETE or BLOCK .. 2"X6" MULL SHOWN s WITH ALKALI-RESISTANT COATINGS, SUCH ;BITUMINOUS PAINT OR � 2"X6" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. z z q l I 0 Po I Q 00 4 t jl�lii.37lfd: nl PRODUCT REVISED oT` •:a }- sacemyly�iugrhal6oFoddo ., •, Euilding Accy lmxCl•In-1 (�„/ /�j�g/�©j ��,bar�;. Iv ;i l.) Mi;rrdl3aJ:1'rodusi Convol fa MIN. EDGE DIST. 5/16'TAPCONS 2-3/16" CONCRETE OR 1-3/4'MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH r7 4' HOLLOW BLO K 4 TOTAL(2 ON EACH WING) MIN. o MULL 88 o t `a N 'o 1 X 2 1,688' e mCO. M1 X 3 2,688' M co y z 'i^ 1 X 4 3.68814 2 X 4 3,688' 0 o'n w 2 X 6 5.688' 3 w 0 O a 2 j I I I I Z w o z ' 1 MIN. I or I I I 1 1. ALL CLIPS AND ANGLES ARE TO FIT z 1 1 I I 1 1 SNUG INTO TUBE MULLIONS. o o z 2 I 1 1 1 11 2X 2X 1/4' SOW 2 O 2z4 2r6 Mull LJ LJ ALUM ANGLE 2. WHERE ANGLES ARE'NOT FR SNUG m�cL ` o I I I I INTO TUBE MULLIONS, SEE OPTIONAL j ANCHOR iDETAIL AT SHEET 9 OF 10. A S 14 S.M.S. w 0 CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED z/CHANNEL IueEMSuwoN A WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR F k WATER-WHITE METHACRYLATE LACQUER. - U S. 9 F, 7333jpr MIN. EDGE DIST. A ------- -------- 2-3/16° CONCRETE OR c 4' HOLLOW BL O K #12 F.H.S.M.S. f1 2/SIDE 1 1 W a 1/8'THICK ALUM CHANNEL I I . El LENGTHTOFlT SNUGINTOMULLION � � TUBE ANLUONTUBES MAY BE NOTCHED- _... AS SHOWN TO ALLOW INSUCCATION ,7 OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY LOCATION OF SCREWS CONNECTING �Qb ANGLES TO TUBES WHERE ANGLES h14 FH SMS �R ARE NOT FIT SNUG INTO TUBE I H 1 1 2 PER CUP hl y ACCESS HOLE d$ MULLIONS. t-1/z'o.c.MIN. I v o M 5/I6'TAPCONS Y I 4 m 0 1-3/4'MIN.EMBED INTO MASONRY 4 p 14ANGLE 2 PER ANGLE ___ ------ _____ H o ALUM2ANCLEB, THIS SCREW CAN BE 1 I 0112 FM SMS I I t INSTALLED IN EITHER 1 I a DIRECTION qjp/1 I I 2 PER CUP 1 .� y dlb I I 1.O.C.PAIN. 1 I Z Z I o rc . • �•- -v __ ___7______ a is 1-3/4'X 2'% 1/8'(FOR 2HV TUBE) S \Z 3/4'X 2'X 1/8'FOR(1BY TUBE) 666 8888 n ALUM ANGLE 17 CUT TO FIT SNUG INSIDE TUBE . t __ ____------ ANCHORS TYPE _ METAL TO METAL CONNECTION USE CHARTS FOR AN TYPE 'I' TO VERIFY CAPACITY OF CONNECTION T T PROT)UCT REVISCDo�r'. 2- 3-3/4." t- •;. .! :n canplyiuU ssllU Ilse Floridrt 3-3 4'" 7ioilAing(bSlo ®� / ALL CLIPS AND ANGLES TO FIT SNUG ,�,-cellt:5r.e No MIN. INTO TUBE MULLIONS. P ', ,Jot 7,goa � �' -�-161f3/4, OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. 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'B'-Revised date for the FBC-8014 MEDLEY, FLORIDA 33766 �n.w INDi7STRIES, C. PH No. (305) 696-8660 P :gin MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS ALUMINUM TUBE MULLIONS '. ''J rll.;:�ti•• N.ERAZO 04 E7 10 AW-ANY= DeL 1�fwd CLIP/ANCHORS DESIGN PRESSURE CHARTS AND GENERAL. NOTES �, N.ERAZO 08/01/14 E,v4ian S�wC SaaL• IYOA.at Itgf-Nr . ArNnMr. IAW-1,II.-1 DDI sa.rt LO OF 30 Nim/•'B'