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HomeMy WebLinkAboutUntitled (2) Florida Building Code Online j Q~/1� 3-45 Page 1 of 3 t lit n,, • s F 4 Y wtiAS ....may �� -. BCIS Home l Log In l User Registration Hot Topics Submit Surcharge Stats&Facts Publications I FBC Staff l BCIS Site Map ( Links I Search I Florida r , „-, Product Approval � 74y-�:�'.Yttv': Product Approval Menu>product or Application Search>Application List>Application Detail - IN.til;a` :,, FL# FL15780-R7 r Application Type Revision Code Version 2017 Application Status Approved Comments Archived El Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-1136 PLangan@soft-lite.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed 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 12/31/2018 Validated By Ryan 3.King,P.E. Ii Validation Checklist-Hardcopy Received Certificate of Independence . FL15780 R7 COI (a)Certificate of Indeoendence.Ddf Referenced Standard and Year(of Standard) Standard ar AAMA/W DMA/CSA101/I.S.2/A440 2008 AAMA/W D MA/CSA101/I.S.2/A440 2011 AAMA/W DMA/CSA101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 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=wGEVXQwtDgt3 e 1 SAInEOW... 1/3/2018 v l Florida Building Code Online Page 2 of 3 • Product Approval Method Method 1 Option D Date Submitted 10/07/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products • FL# Model,Number or Name Description 15780.1 a."Imperial IS DH12"Double Hung Extruded PVC Double Hung Window-(X/X Configuration) Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 II (a)Inst 15780.1.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 15780.1 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780.1.pdf 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 R7 II (a)Inst 15780.2,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 15780.2 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780.2.pdf 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 R7 II (a)Inst 15780,3.pdf 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 R7 AE (b)Eval 15780.3.pdf additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 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 R7 II (a)Inst 15780.4.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 15780.4 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780.4.pdf 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 R7 II (a)Inst 15780.5.0df 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 R7 AE (b)Eval 15780.5.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.6 f.Series"Barcelona"Model"DH30I" Extruded PVC Double Hung"Impact"Window,Missile Level "C"-(X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 II (a)Inst 15780.6.pdf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3 e 1 SA1nEO W... 1/3/2018 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Evaluation Reports Other:See INST 15780.6 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780.6.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.7 g.Series"Barcelona"Models Extruded PVC Double Hung"Impact"Window,Missile Level "DH30I"&"DH3OPI" "D"-(X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 H (a)Inst 15780.7.pdf 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 15780.7 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780.7.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particul.rs. 15780.8 h.Series"Barcelona"Models Extruded PVC Double Hung"Impact"Window,High Velocity "DH30I"&"DH3OPI" Hurricane Zone-(X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15780 R7 II (a)Inst 15780.8.pdf 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 15780.8 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780.84Af additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.9 i.Series"Barcelona"Models"DH30" Extruded PVC Double Hung"Non-Impact"Window-(X/X &"DH3OP" Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 II (a)Inst 15780.9.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 15780.9 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780.9.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. DM OEM Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coin/richt 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 mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October I,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However 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 Chapter455,F.S.,please click here. Product Approval Accepts: rrte�. . �r (t�'.::I M Cfeckl Credit Card Safe sec11rityME'rRICV. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3 e 1 SAInEO W... 1/3/2018 a 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 wProductEvaluationReport „ ` R.eportNo.: FL-15780.8 ;$' . w'= ` Date: idetaber;11,2017° ..' Product Sub Category Manufacturer Product Name Category Soft-Lite LLC "Barcelona" Windows Double Hung 10250 Philipp Parkway Model"DH3OI"&"DH3OPI" Streetsboro,OH 44241 Double Hung Window (330)528-3400 _ "Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt, P.E.(System ID#1998)for Soft- Lite LLC., based on Rule Chapter No.61G20-3, Method 1D 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 6th Edition(2017)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"HVHZ",this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15780.8 require further engineering analysis by a licensed engineer or registered architect. 6. This product meets the water infiltration requirements for"HVHZ". 7.See drawing FL-15780:8 for size and design pressure limitations. Supporting Documen s: 1. TestReport.No. Test Standard Testing Laboratory Signed by TEL 03001734 TAS 201,202&203-94 Testing Evaluation Lab., Inc. Lyndon F,Schmidt, P.E. 2. Miami Dade NOA Materials Testing 17-0712.04 Saflex®PVB Interlayer(Eastman Chemical Company) 15-0528.13 PVC Extrusions(Vision Extrusions Ltd.) 3. Drawing No. Prepared by Signed&Sealed by No.FL-15780.8 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E. �QB UBOP1/ 1fg, 4. Sealed by Buck Anchoring RW BuCalculations ildidng Consultants, Inc.(CA#9813),'.;%- i• ;°`,-•1.-.0, Signed & Schmidt,P.E. ASTM E1300 Glass Load .Lyndon F.Schmidt, P.E. ;•b G E iJ eo y b O 5. 'Quality Assurance No 43409 ° _ p Certificate of Participation issued by Farabaugh Engineering and r. 7,i Testing, Inc,certifying that Soft-Lite LLC is manufacturing products F : within a quality assurance program that complies with ISO/IEC b' , 17020 and Guide 53. : STAT ,71,-4 .------). j �s•'O.4{�•'c! O R t O ��0. `; g®g®e�Se0N/aa a ').' Lyndon F.Schmidt,P.E. FL PE No.43409 10/11/2017 Sheet 1 of 1 Oft lte Q 1) "...;.4"..et gi l!S •..1- -1-461 "Windows "(fjif < '� LL Z 5F;•o_ :tl- h��Z •- Bringing quality to light. ",, •`........... R -M �� J O t0 10250 Philipp Parkway ' r i❑stt', o N m i Streetsboro,Ohio 44241 \I\ ^a a r, X zD$g. "BARCELONA" _ v 2" 9 m h. SEE CHART FOR SEE CHART FOR a a g 5 Q r FRAME FRAME SIZES - a m a a Et i40 Model "DH30I" and "DH3OPI" 19Z DOUBLE HUNG WINDOW o '1,3: .,rMPacrr ��' /�r N WZ V X 2 o Q 3 — 2 02 co w 3 rii GENERAL NOTES ig /// /// I ma id i t - O < U(T 1. This product has been evaluated and is in compliance with the 6th Edition(2017) a ( / 0 ^ o ;.,-.0 w Florida Building Code(FBC)structural requirements including the"High Velocity x // / 0 Hurricane Zone"(HVHZ). a o N -, 2. Product anchors shall be as listed and spaced as shown on details.Anchor X X } m embedment to base material shall be beyond wall dressing or stucco. 0 3. When used in the"HVHT'this product complies with Section 1626 of the FBC and does not require an impact resistant covering. /�7 / z 4. For 2x stud framing construction,anchoring of these units shall be the same as that — — o shown for 2x buck masonry construction. Model"DH30I" Model"DH3OPI" Ei 5. Site conditions that deviate from the details of this drawing require further 0 engineering analysis by a licensed engineer or registered architect. E. D ao. 6. This product meets the water infiltration requirements for the"HVHZ". 8 TABLE OF CONTENTS MAX , MAX- ` , GLASS DE.516N PRESSURE(PEP) o i SHEER DESCRIPTION MODEL FRAME DLO ' 0 3 1 Typical elevations,design pressures and general notes _ , DIMENSION_ DIMENSION TYPE POS(riYE NEGAITVE Z 2 Horizontal cross sections EATE 4/14/17 " 3 Horizontal cross sections DH3or 54.0"X 76.5" 46.25"x33.875" Gl +55.0 -65.0 sc N.LS. d e. 4 Vertical cross sections DWG.FT* JK D 5 Buck and frame anchoring "DH3OPI" 54.0"X 76.5" 46.25"x 33.50" GI +55.0 -65.0 cx c LFS 3 6 Components DRAMING NO. IT C. 7 Components 8 Bill of materials and glazing detail FL-15780.8 a SHEET 1 or 8 0" g. z , i % mh Hardware Notes: `````%% f*I lr 9,, 1 2 © 1-1/e MIN. p N.,,..:. 1.Locks(2)located on lock rail 4 4 v EMB.(TYP.) -4• N 1O"from each jamb. �: m '. j- ..--- __.- - .. . 0 ------.t: of d ro =V:u§ s:a=3�n / SEE DETAIL 1 SEE ANCHORING SHEET =E0;v o � m i 4 //� ® © ® y�.. z �F4-4: dm i1.•..•••• ` m n 2 X O m INTERIOR INTERIOR ��i�i o`.��` w>_ I 0 '����� IIIIN 1, O,9mz &.) A ^ UN•: © d �� Ri!_,._: __ ■O S 9 'm,agq„,nuP1, C 0 p o a mim 1 NMI �r==�; ��fIL, V s Lig AU x 3 / O DiTi �2 d EXTERIOR EXTERIOR a z �o \�J _ 0 0 z w F. 4 $& 44 e O HORIZONTAL CROSS SECTION DETAIL 1 H a o E 2 Shown Direct to Masonry O . a O © SEE DETAIL 1 1-1/4”MIN. 0 O SEE DETAIL 1 o ® EMB.(TYP.) ® ® 0 u 81 INTERIOR INTERIOR z 3s; Is i:� �_- , ® Og. ... . . r II a ° , 0 O a ,. 9 0 z a °� EXTERIOR EXTERIOR z v S 1-1/4"MIN. • •I O © DAM 4/14/17 2 EMB.(TYP.) i 0 MG.EM o 0 N.T.S. € JK m CHK BY: 'SS O O HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION DRAWING NO.: n 2X Buck Constriction ys 2 2 Shown w/1 X Buck FL-15780.8 a nN OSHEET 2 OF 8 CI 1 Egli 7, i 1-1/4"MIN. 0 .0 — Z' EMB.(TYP.) INTERIOR iu- *V.:,,...0.:..- •:� - :6: o 01 q L tj O ® ''''''''i I111N```` p°n m z U N 11- 0 m N 9 L x=` W zo ci ON im of m o .•zrI z l••• I- j \ eN e N; i d t a i1 \V1 ° v mda� ■r� 2- 0= �,..114717.15. o °�wiji w� .�- �L., S 0 3 z ©b 0 J 0® EXTERIOR 3w 0 W m Ny OP. HORIZONTAL CROSS SECTION 5 tn 0-lii0 3 Shown Direct to Masonry t zci tfl (n o r. o ~ 1-1/4"MIN. a a EMB.(TYP.) } Gm 0 00 00 o INTERIOR INTERIOR V • • V) V; Z f SEE DETAIL 1 SEE DETAIL 1 g fi 8 0 0 Ii! . 0 01.....,..:11, ,- 1 0 0 m �yi ;.ii7zt rir.z -,yl OM D' 1 s%f 2• r% q W z t •111 iliki____ _�►,.�•� _- a 4" O :=.11.‘:=.11.‘ 0 0 °1\+ ® a� 4/14/17 a EMB. 0 0 ® 0 EXTERIOR 0 0 0 0 EXTERIOR N.T.S.SCAM o owc.rn: JK € © m aa.or: LFS g.' '\HORIZONTAL CROSS SEC11ON 3O HORIZONTAL CROSS SECTION DRAWING Hoa o 2X Buck Construction ()HORIZONTAL w/1X Buck 3 FL-15780.8 ySHEET 3 of 6 o a R:\Clients\Soft-Lite Permanent\A-Florida Product Approvals\FL-15780 Double Hung\C-Drawings\FL-15780(2017)\FL-15780.6-8.dwg,4 , �Y 1-1/4"MIN. 1-1/4"MIN. , EMB.(TYP.) p EMB.(TYP.) ' ® 00 am Q ® © 7):/p4:1) rnN eOOe 0 nim 01 ■ . .. .......: p770 %■�%��al7,-n -----=-01,,rli , AO!■% I o� 4 • • 0 0 11 ;lf; Al 'z T • itZ2rZtxrs.. n I .. Zo0 e o '.. . Z • i A �1 © 0 1-1/4"MIN. eEMB.(TYP.) 0 ® © O • A AW e O — O • AA O A 1.96 _�_.r. =1111111:111,11110111 o m JII� C2 MR / 11111 • . Xea 70 j=►�;�� R-0 P. r■l%%,it . ... ... • ■ II� . Ok .. . :. o a0 �i7�It to II n Utos rn O�jil-,.....:..... . ,r2ritlGni,.- z _ 2 A © e ml ii- ra. ..'., -...00 � 0 2 1-1/4"MIN. EMB.(TYP.) co 0 ik3 . O tl Ae © O O ® 196" . `tom NOM 0 A 0 _ Ain O: B„, .\......,_, �ill P,aii.: .'.1111111:1IIIIIIIIIII Omatt0 z 0A , O 0 " 0 0 0 0 ...`,F1sCHMi7,',.. v7. ,••�eP� •fir'% 1-1/4"MIN. 4 EMB.(TYP.) 1.957' A 1.957' No.43409 :*: 0PLp_ ro' �- m it 6 F a 51 1 g PRODUCT: Document.Propared' i�•• b91 OF r"^ i 7 SOFT-UTE WINDOWS Lyndon F. Schmidt 1i� i • O??D�' 'p..$� I� to Z-• P.E. No. 43409 ,iiS�,,MAIL �• `. g, co L 4 - PART OR ASSEMBLY: �/{7 //BUILDING CONSULTANTS, INC. I� O of -. ti�/I/ P.O. Box 230. Valrico, FL 33595 NO DATE BY CROSSRTICALSEC IONS Yv Phone No.: 813.659.9197 REVISIONS _ FBPE C.A. No. 9813 - C 2017 R.W.BUILDING CONSULTANTS IND. • • A Er o g JO S J3Jxs poom;o 6ul;yllds ay{;uanaud 04 sMOJOs poom g 8'08LS1-11 10 6uloods'0'0„i 8'eouoisip pua„;•aouo{sip a6pe,8/g wnwiu.w o uioluloyy•� XImu oNuArsa :S310N NOLLV71V1SNI M3210S 000M f _ S.31 ;$a lin m Nf ae•aea .b .L ..V/L-1 V/L ®fid 001�� 'S"1"N N00dV1 u Lli6l/ti :am .b 2 ..W1.-1 .4/L ® MLI s i o $OHONV 3JQ3 1N.:y.: :: 3Z1S 3dA1 m 1N3J.pfOV 01 .; A2iNOSVW 01 NIW 2fQH0NV 2f.OHJNV • a �5Niini.6 ntov. 30Nd ti!4JSNM , :.. :..... _......... g. i m :algo;Jo1Ouo a;aI uo3•g -a m •papaaOxa;ou amuolsuawlp,.2131W,,N30 NO"XV ay;ajnsue o;pannbaJ aq Aow g S10yPUO O4OJOuo)Iouo!Mlppo•uwofJOpow 04 aouo{sip a6pa•ulw ay;uIO;uJOW K 04 pa;snfpo aq;snw..2131N30 NO'XVW„so pa;Ou suol}000lJOyouo 9;aJ000J•Z •s;ulofJO;low o;OOUO;SIP a6pe •ulw ay;uJO;u4Ow 04 pa;snLoo eq Aow sJawoo Gig lo suog0Ooi Jolpuo a;aJOuoD•1 x, Q :S31ON 210HONV 313210NO0 8 w A O x u] n 9N18OHDNV 3WV8d 9NP3OHONV XDf19 3 � g 03 0 c o g ~ _ X0O1 HDIV1 : .: ' L.- _ 11LL H911OdH1 r� OA21N0SVW HSVS ONIN3d0 g. 011�3a1a Az o ©XOf19 X1 ONIN3dO A A2INOSVW " 0 0 — ASNOSVW zo o O None XZ 0 D } I 'ONI133W `q 'Al him] . RC1 ina R SiWVI80VaH — 3WVMd XOf19 o 0 3 OA2INOSVW IDI19 • A o: 011032114 XZ 0 0 5 ;:t o k'‘) '\ -2 — OAJf19XL HSVS -.JAI • "Ii. Z 'a3 Q y \ • O�10f19n O _ oA O% .n -. V ..N n g j m o°z C w. 'Hi,,,, - -----1-- f mw< •`;1 . ',i _-r— ,• i •:.� woo r ran. -A�az G � c. ‘4P2'1.1� * i l":n= ('dAl)'O'o,S'Of y hdAl1 th i.J,J,'•••.* . ``. J•Fh nii...`� 4.29" • Q�. O2'. W 3.25"- �.. o.1 n 3.08" 1 =XI 44 * 1 si Q=z 1.96" 0.19' a� m x od } x-0.91 Em F.En 0.065' 1 I 0.84"l \\I0\ N a N g 9 ci t a o Ci m d a '--r� �L' fto.06H fn .0 [1 ^ 0 i i ---0.34[ICI 107— X1.02 —..-13 o �n 0 HEAD O PLAIN STILE O SILL ADAPTER24 TILT LATCH BLOCK z w 3 U h O 0 ¢ a o_ a m LI 3 1.34" 1.34"—�--I 02T 1.15' I77 :_1.24- 6 . t u 0.4 w� 0 0.38Ivnxc' .//j///// ���A i• IN rte# o_7. 0 onr12 ai// 0.09'to % 7- N0.065 1N 1 ��%o I %//IIlo1.15�� I I �—J o ►�/.�'pg IY'-0.85' 0.36" I -`{ [-+- 0.44" 1.73" 1.13" 13 REINFORCEMENT 0.35" REINFORCEMENT $ 15 SLOPED INSERT 14 HEAD POCKET INSERT O �� REINFORCEMENT $ o t m O o Z V DATE 4/14/17 i 0 �: N.T.S. Dwc.EN: JK m MK.et LFS 3 , DRAWING NO. r FL-15780.8 0 ry P. 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Q' ...e.:,, m Qp1 A IX BUCK SG>=0.42 WOOD :r76, 6 r) E p�! .p B 2XBUCKSG>=0.42 WOOD =0: /'1;�_Z ,�n C 1/4'MAX.SHIM SPACE - -i•(n."': 2 �4;� . a; D 114"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL %�' /4---;gF.z N E 301 OR HOLLOWOPSI MIN.BLOCK CONFORMINGCONFORMING C OTO ACI CONCRETE '''''4��TTT7 111 `` o>m z F #8-15 X 2'TRUSS HEAD SMS(1.3/8"MIN.EMBEDMENT) STEEL n a N d G 1/4"X 2-3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL ` a i o 2 chi H 1/4"X2-1/4"HWHELCO OR1TWCONCRETE SCREW STEEL \ N a (a e o°a 9 a Ea K 1/4"X 3-1/4"PFH ELCO OR T1W CONCRETE SCREW STEEL "1 m a-a M #10 X 2-3/4"PPH WS(1-3/8"MIN.EMBEDMENT) STEEL . L.: o 1 FRAME' PVC E w 2 HEAD' • PVC o 3'd 3 WEEP HOLE COVER* PVC 4 SILL ADAPTER' PVC 5 TOP LIFT HANDLE' PVC En En 6 KEEPER RAIL' PVC o Q� 7 LOCK RAIL' PVC 0 w� 8 PLAIN STILE' PVC • w S' N _9 GLAZING BEAD' — PVC 5/8"GLASS BITE DOW 2400 SAS - s '� 2. 10 BOTTOM UFT RAIL' PVC N o" 11 REINFORCEMENT(6065 T5 ALUM) ALUM. 1 7/8'THICK • o �d m z il 12 REINFORCEMENT(6065-15 ALUM) ALUM. 1/8"ANNEALED = N o 0 F. 13 REINFORCEMENT(6065 T5 ALUM) ALUM. 0.090"SAFLEX PVB INTERLAYER a Q 14 HEAD POCKET INSERT' PVC IIIIMINNI c INSERT* m 15 SLOPED PVC I 1/8"ANNEALED .3 16 SLOPED SILL' PVC l i e 21 LOCK KEEPER AIR SPACE 24 TILT LATCH BLOCK - i0 l= 7" 1/8"ANNEALED OR TEMPERED GLASS* a 25 TILT LATCH STEEL INTERCEPT SPACER z 26 #8 X 1"PFH TEK STEEL 27 #6 X 1"PFH TEK STEEL GT GLAZING DETAIL P28 WEATHERSTRIP(187-270 TRI-FIN) - 29 BULB SEAL - 30 BULB SEAL - 2 31 PIVOT BAR STEEL "HVHZ"GLAZING NOTES: i 32 #7 X 3/4"PFH TEK STEEL 1.GLAZING>36"WIDE REQUIRES TWO(2)SETTING BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1 m 13 33 BALANCER BRACKET - 2.*TEMPERED GLASS IS REQUIRED FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND. r a v •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY 0 m EXTRUDERS UCENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". 0 Z 0 z o DATE: 4/14/17 T SCALE: N.T.S. E5 oria en JK m 2. CHK.en LFS 3 DRAWING NO.: FL-15780.8 r- t O SHEET 8 OF 8 N r� Florida Building Code.Online q v 9 j''. Page 1 of 4 , � `, - - ' t,u '.�,: ,?IU al tic T . BCIS Home I Log In f User Registration Hot Topics Submit Surcharge . Stats R Facts Publications ' FBC Staff I BCIS Site Map i Links I Search Florida i° Product Approval ,,USER;Public User 64,`L"€x.f`. ani product Annroval Menu>Product or Application Search>Application List>Application Detail 5, t ,j�&uta 5 � `rcE3��. FL# FL15781-R g...arn<NY .. Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-1136 PLangan@soft-lite.com Authorized Signature Vivian Wright rickw@rwbIdgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ll 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 12/31/2018 Validated By Ryan J.King,P.E. i Validation Checklist-Hardcopy Received Certificate of Independence FL15781 R7 COI (a)Certificate of Indeoendence.odf Referenced Standard and Year(of Standard) Standard Year AAMA/W D MA/CSA101/I.S.2/A440 2011 AAMA/W D MA/CSA101/I.S.2/A440 2008 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 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=wGEVXQwtDgt3 e 1 SA1nEO W... 1/3/2018 i `t f. Florida Building Code Online • Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 10/07/2017 Date Validated 10/10/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 15781.1 a."Imperial LS DSL12"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) • Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.1.ndf 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 15781.1 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.1.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.2 b."Imperial LS TSL12"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.2.ndf 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 15781.2 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.2.0f additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 15781.3 c."5300 DSL53(G5352)"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.3.ndf 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 15781.3 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.3.ndf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.4 d."5300 DSL53(G5352)"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.4.ndf 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 15781.4 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.4.ndf additional use limitations,installation instructions and Created by Independent Third Party:Yes . product particulars. 15781.5 e."5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window-(OX or XO Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.5.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 15781.5 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.5.ndf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.6 f."5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window-(OX or XO Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R7 II (a)Inst 15781.6.ndf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SA1nEOW... 1/3/201,8 Florida Building Code Online Page 3 of 4 Design Pressure:N/A Evaluation Reports Other:See INST 15781.6 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.6.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.7 g."5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.7.pdf 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 15781.7 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.7.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.8 h."5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R7 II (a)Inst 15781.8.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 15781.8 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.8.pdf additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 15781.9 i.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Impact"Window,Missile "SSL30I" Level"C"Excludes Wind Zone 3 and 4(XO or OX Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.9.pdf 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 15781.9 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.9.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.10 j.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Impact"Window,Missile "SSL30I" Level"D"Includes Wind Zone 4(XO or OX Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.10.pdf 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 15781.10 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781.10.pdf any additional use limitations,installation instructions and Created by Independent Third Party:Yes pr..u .a t icu.rs. 15781.11 k.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Impact"Window,High "SSL30I" Velocity Hurricane Zone Large Missile(XO or OX Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R7 II (a)Inst 15781.11.pdf 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 15781.11 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781.11.ndf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product.articulars. 15781.12 .r "Barcelona"Model Extruded PVC Triple Horizontal Sliding"Impact"Window, "TSL30I" Missile Level"C"Excludes Wind Zone 3 and 4(XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.12.pdf 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 15781.12 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781.12.pdf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.13 m.Series"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Impact"Window, "TSL30I" Missile Level"D"Excludes Wind Zone 4(XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e1 SA1nEOW... 1/3/2018 Florida Building Code Online Page 4 of 4 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.13.pdf 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 15781.13 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781.13.pdf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.14 n.Series"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Impact"Window, "TSL30I" High Velocity Hurricane Zone Large Missile(XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R7 II (a)Inst 15781.14.pdf 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 15781.14 for Design Pressure Ratings, FL15781 R7 AE (b)Eval 15781,14.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.15 o.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Non-Impact"Window(XX "DSL30" Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.15.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 15781.15 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781.15.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.16 p.Series"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Non-Impact"Window "TSL30" (XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.16.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 15781.16 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781.16.pdf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. DM OE Contact Us::2601 Blair Stone Road.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 a-mall 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 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 emalls 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 Product Approval Accepts: Int Credit Card Safe securitymErItIt:s'. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e1 SA1nEOW... 1/3/2018 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 Product Evaluation Report,. ••Report No.: :FL-15781.11 Date: Atrgrrst29,2017 , Product Sub Category Manufacturer Product Name Category Soft-Lite LLC. "BARCELONA" Windows Horizontal Slider 10250 Philipp Parkway Model"SSL301" Streetsboro,OH 44241 Sliding Window (330)'528=3400 Impact" 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 1D 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 6th Edition(2017)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 n'HVHZ",this productcomplies with Section 1626 of the FBC and does not require an impact resistant covering. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry,construction. 5. Site conditions that deviatefrom the details of drawing FL-15781.11 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-15781.11 for size and design pressure limitations. 7. This product meets the w-ter i filtration requirements for"HVHZ". uppo mg Documents: 1. Test Report No. Test Standard / Testing Laboratory Signed by TEL 03001826 TAS 201,202&203-94 Testing Evaluation Lab, Inc. Lyndon F.Schmidt,P.E. TEL 03001829 TAS 201,202&-203-94 Testing Evaluation Lab, Inc. Lyndon F.Schmidt, P.E. TEL 03001832 TAS 201,202&203-94 Testing Evaluation Lab,Inc. Lyndon F.Schmidt, P.E. TEL 0300/870 TAS 201,202&203.94 Testing Evaluation Lab,Inc. Lyndon F.Schmidt, P.E. 2. Miami Dade NOA Materials Testing 15-1201.11 Saflexa PVB Interlayer(Eastman Chemical Company) 15-0528.13 PVC Extrusions(•Vision.Extrusions Ltd.). 3. Drawing No.. Prepared by Signed&Sealed by No. FL-15781.11 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. ASTM E1300 Glass Load Lyndon F.Schmidt, P.E. y%o�a ,. ��a�,, kA S�•HIn�� i'� 5. Quality Assurance ,l0° \,•`°°°"c• t• f °6 �,o °°°4 O'-iV,9�-,: �� Certificate of Participation issued by Farabaugh Engineering and ° Testing, Inc,certifying that Soft-Lite LLC is manufacturing products ._, . No 4340g ., within a quality assurance program that complies with ISO/IEC e 17020 and.Guide 53. ''a' STATE CSF '!,; ,‘..,,,% A/ Lyndon F.Schmidt,P.E. 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NOTE:1. %%%% #17 required for units ```%�ttU4(uri�V,,,' greater 56"in height. :`Q�:• %, m 1-1/4"MIN. =U: i * ° 'a==,17r, Q EMB.(TYP.) =N' ZQ+�� o i INTERIOR 1-1/4"MIN. INTERIOR i� ..y` roEMB.(TYP.) �i�,1ii:...''''''�`�� 35>. m/,/� /// 00 © " O ® © '''�����ll Iltt�^,```` o i • 7 ` � trEv am Em Z m c N aro cw iiiii o xe p e et ,L— 1111F:177U1Eo=2 v v • • __ fl \_ o �W DU lO e //� v • . . ,...... irill] cn CO //� a EXTERIOR 3 w ,41 O a O ao EXTERIOR o 0 3 J O� oIla 0 © © O 1-8 O 0 F- 6t e, Ny 22 HORIZONTAL CROSS SECTION °HORIZONTAL CROSS SECTION •G7 02 Shown Direct to Masonry Shown w/1X Buck 0 0 1-114 MIN. a a EMB.(TYP.) 0 1-1/4"MIN. v,r O 0 EMB.(M.) Do o` , ; y 0 0 0 Q 0 5 INTERIOR O _ J 0 0 G J_ v, Z Iiillir7amv1=1� INTERIOR �r '� CO k_. = IUB: N =nx�umac�uae ID —� 0 00 r 1� iP.i 1 / o: CA .> i' t r,,,,,,,,11.seCJl�� �L �-4 Z EXTERIOR �lli � co , Q O u 0Z U 5 0 0 GATE 4/26/17 z g 0O o 0 0 00 EXTERIOR SEE NOTE 1 s N.T.S. a0 SEE NOTE 1 O DWG.BY: JK m v. a NOTE: 1.Item#J located 7-1/4"from BBB.By: LFS 3 lO HORIZONTAL CROSS SECTION 4O HORIZONTAL CROSS SECTION O HORIZONTAL CROSS SECTION each end and 1 at the center DRAWING NO.: X 2 2X Buck Construction 2 2 (3 total). FL-15781.1 1 0 O - r — y�7, own 2 OF 6 N ,Ed '-Wim`-'' • : L] g dO E MRS N F 1.1.'1.8LSI—l4 •)plojq)puaanis gworwail„q/L-IEPu❑ 'ON ONLAVNO Pe40301f#wall k A l.z'e/g�l'a/lqP Ira irl Shc :AE4 11/35 :310N N . ›if :AS•snw i 6 'STN arras £T\ ,Guos0W 01 palm uMo4S £ 3 1: long Xl/M uMo4S £ uogoni4suo0long) E. o L L/9Z/ti am •• NOLLD3S SSOJJ MELBAO£ P.> NOILJ3S SSOND 1V3I1II3A OZ NO1103S SSOND 7VJIli13A L s my 0 c © O ©Er - -D_ -. 100.... , --=-* P r, IIIMS4 Em. RI © O 1N d1V3S 3NOOI1IS � l © © AL © m o % n�S3N00115 �E 0 1 .�! Ol30N 1NV1V3S3NO0111S _33S UMW.z . OO3 Si1310NO / f lk r ® I A,* © 011,,--1...41__ ����' O1.. 1is33S wIlik_ r,_ ' \irr 11 1I_ r-i iu; 1E y � � an r �I'i l. /ls7 _ � �y m 1 ► 0 m -� em ,.. —:s 1 11114) 0 ril II hilk 0 ''' In �'0 m aOR131N1 21012131X3 21012131NI 21012131)3 MORONI 21012131)(3IV nj ID IR, Nr- ,,,,,e !!..' 0 1] .A 1 19.1 ote 0 a i4IrbO ® �) = Iri m® �1i mu. . t Y4 1I I © I41111114131 l p E° ----':JW � IL% r ©\ 41) — , 0 Ili 0li NM 0 e ;4 � Foon N � I / © WI310N 33S zw o FT 1� - O ON ,rir l 310 FJw< ;\,)* :... . A- . / O _ ■ l 310N 33S E mir_ mim�' O Omo � :2_ ��- O��iJo4tA— Z r 'nz O 1 • i� 0 • c r..c�z La 4:::)...:...''� Z b4':�� Oa %� 'g: px 1 r.._ SASH . a(TYPJ 6.W.)--1 1...— '01 1�— a i i_ r . \(� N 'g 9 �W 1NW \\\VVV\\\ `� a N� m a a v� , ..z. 0 O �� v � 2X BUCK© - S 3d ri TMP. IX BUCK O cz BUCK BUCK z DIRECTTO — 0 FRAME MASONRY©V. 3 x MASONRY MASONRY (TYP.) o 0 OPENING OPENING 3w Z am I e 0 iI BUCK ANCHORING FRAME ANCHORING M W Z O N ' CONCRETE ANCHOR NOTES: N - 192 1. Concrete anchor locations at the corners may be adjusted to maintain the min. s 1. edge distance to mortar joints. _ 2. Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to W N e maintain the min.edge distance to mortar joints,additional concrete anchors LC i a may be required to ensure fhe'MAX.ON CENTER"dimension are not exceeded. 3. Concrete anchor table: L-1 z ;ANCHOR; ANCHOR . MIN nA1N GLEARANtQ 'MIN C4ARpNCE o TO MASONRY TO ADJACENT TYPE •$IZl EMBEbMENT -o c EDGE..::..:..:-:..:. ANCHOR:..:::: Z o n S TAPCON® 1/4" 1-1/4" 2" 4" °me 4/26/17 0 ELCO N® srue N.T.S. g ON 1/4" 1-1/4" 1" 4" Dwc.er: JK m g WOOD SCREW INSTALLATI•` `• LFS 3 DRDRAWING em.: a Dvm c 1.Maintain a minimum 5/8"edge distance,1"end distance.&1"o.c.spacing of r. wood screws to prevent the splitting of wood. FL-15781.11 0 O stair 4 or 6 N 2. 4.29" 1 325' r 1388 4,;(?:: 1.64" ````�\\\\�I*ill,,,�',/j'' 1 I 0 0 1.2T' "o L`j1' — I 3.08 X0.97' : C �O.J0") i 0----- ........ • o '� i !c't0� -x0.06" :\Y' 4.4' o6n 0.074" ��i>�" 1_'.' :% o m m OHS FIXED PANEL SPACER 11 AMR'TRACK O GLAZING BEAD v r e a �qf 0.058" E E m z m Z- m U t0 g [W �+ 1.67 ry u N.i mdai �y 2 n(Ac______________ r 0.76' 1.86" 1CA; ° LL Q 'j I I E o= .- \ o Sia i . 0.061" NNOLI : I ` C. C. 0.68" � 3 FRAME O DSL COVER z_ Lnz 0 10 O DSL FRAME FILLER._7- 0REINFORCEMENT 3 Z 0 0.27" I 1.94" u 1.96" \^ I t o o 1 a a LL 1_, 1.19" ........_ f 0.065" 0.065' Y �n} Cst 1.96" d 127 -�{ ra i -.._...r 1 I I y �° J � _ ro m „ — —0.065' / I I f 1 p of IT I I Ill_ 0.059" +II I 1.75' 0.27"�-I I-� El ~ 1.07 O KEEPER RAIL O LOCK RAIL O DSL MAIN SASH 12 SILL ROLLER TRACK 5 �' U 1.34" a O DSL HANDLE SASH 1.34 1.15" `-' ? 135" 0.4" r I =_ 0.24" 1.34"—�I I� w z S , viii S r o 0.;:l�� I 1 f a adi''o f % o % iii ' �j/////////. \ To 1.5" 7n / • tILf ! r 0.186. / rr., ./Y onh 4/26/17 i i /� ' .�% �� / L 5 N.T.S. 0.357 o owc.as JK m o �� �--0.25" o �---l.l S—� _ 0 0.09 0.345" — 0.44" CHH.Eft LFS 3 c OPVC COVER FOR HS REINFORCING BAR O REINFORCEMENT O REINFORCEMENT O REINFORCEMENT O REINFORCEMENT DRAWING NO.: 23 17 13 14 15 FL-15787.11 - SHEET 5 OF 6 N v z. a • n 1`1111111111/ /I BILL OF MATERIALS `��.�� *. � r��, ITEM B MATERIAL A 1XBUCKSG>=0.55 WOOD JF B 2X BUCK SG>=0.55 WOODmC 1/4"MAX.SHIMSPACE - D 1/4"X 2-3/4"PFH ELCO OR MN CONCRETE SCREW STEEL 'e,>''••-.. • o m m E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 1'i// pF�O�`` N>ri m 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 ///11 1111111 o d°0 z° F #8-15 X 2-1/T TRUSS HEAD SMS(1-3/8"MIN.EMBEDMENT) STEEL h„ V N.. G 1/4"X 3-1/4"HWH ELCO OR ff W CONCRETE SCREW STEEL 1 o E m ? 0 o° H 1/4"X 2-3/4"HWH ELCO OR fTW CONCRETE SCREW STEEL V Y u g 9 o DW. J #10-16 X 2-1/2"PFH TEK SS SS V a �'.t m a a E 1 FRAME' PVC 2 HS FIXED PANEL SPACER' PVC E g W 3 WEEP HOLE COVER* PVC o 3d 4 DSL FRAME FILLER' PVC a 5 DSL HANDLE SASH' PVC 6 KEEPER RAIL` PVC y ,,� 7 LOCK RAIL' PVC 3 -'¢ 5/8°GLASS BITE 7/8"THICK a �o 8 DSL MAIN SASH' PVC z w 1/8"ANNEALED '-� F 9 GLAZING BEAD' PVC 0 E g? a 10 DSL COVER' PVC "f— 0.090"SAFLEX PVB INTERLAYER j S o 9 11 ANTILIFTTRACK• PVC _— � Jo 12 ROLLER SILL TRACK ALUM. ,:o m� 13 REINFORCEMENT(6065 TS ALUM) ALUM. �� 1/8"ANNEALED o 1 0 • 14 REINFORCEMENT(6065-T5 ALUM) ALUM. —� AIR SPACE a a 15 REINFORCEMENT(6065-15 ALUM) ALUM. ( �� 16 REINFORCEMENT(6065-T5 ALUM) ALUM. 0 l '" 1/8"ANNEALED OR TEMPERED* u_in Z. 17 REINFORCEMENT(6065-T5 ALUM) ALUM. u 18 SPACER - DOW 2400 SAS 19 ROLLER ASSM. - Gli GLAZING DETAIL STEEL INTERCEPT SPACER 20 LOCK - TE 21 LOCK KEEPER -¢ (a e' 22 #7 X 3/4"PFH TEK(LOCK) SS o 0 = 23 PVC COVER FOR HS REINFORCING BAR(item#17) PVC *NOTE:TEMPERED G •,'1-EOUIRED IN THE'HVHT'FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND. Z N 26 #8 X 1"PPH TEK(KEEPER) SS5 ct 27 #10-16X1-1/2"PFHTEKSS SS 0 • 28 WEATHERSTRIP(187-270TRI-FIN) - Ll 8. •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY c i • _ EXTRUDERS LICENSEES IN"HAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". ^ °! .B W 2 p N QF _ O 0 -z a 5 DATE: 4/26/17 2 SCALE, N.T.S. D € DWG.ST: JK m e. CHK.Br: LES 3 DRAWING-NO, n Sl FL-15781.11 0 n SHEET 6 OF 6 N N•:?; 13 IS MIAMI DADS s. MIAMI-DADE COUNTY OiN1 i`` # PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 I . ' • CE (NOA) www.miamidade. ov/economy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 rP • This NOA is being issued under 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 Florida Building Code, including the Hi• Veloci Hurric. - •1- - SCRIPTION: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement—L.M.I. APPROVAL DOCUMENT: Drawing No. LAW-ML-1001 Rev 0, titled "Aluminum Tube Mullions" sheets 1 through 10 of 10, dated 04/27/10 and last revised on NOV 21,2017,prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acce.tance nuar_•: ••• -. •- . '•. •• - • a- u'. .. _oun Product Control Section. 1/._ SIZE IMPACT RATING: Large and Small Missile Impact Resistai . Limitations: 1. See Non-reinforced mullion tributary width(W)VS span and type in sheet 3. See reinforced mullion tributary width(W)VS span and type in sheet 5. See mullion types and properties in sheets 2 &4. 2. See clip anchors type selection in sheet 10 and installation in sheets 6 thru 9. 3. Lower design pressure of the mullion and/or glazing product may control for the entire assembly and to be reviewed by AHJ. LABELING: Each unit shall bear a permanent Iabel 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 the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.17-0222.13 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 Ishaq I. Chanda,P.E. • x Kms' - NOA No.17-1212.24 { MIAMI•DADE COUNTY APPROVED Expiration Date: May 30,2018 Approval Date: February 01,2018 to\ i` Page 1 f t n Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files. A. DRAWINGS 1. Manufacturer's die drawings and sections.(Submitted under NOA's No. 02-0501.05& 95- 1212.09) 2. Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10,with revision C dated 02/16/17,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 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 NOA No. 02-0501.05) 3. Test reports 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" span aluminum tube mullion 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 NOA No. 02-0501.05) 4. Test reports 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 NOA No. 02-0501.05) 5. 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 NOA No. 02-0501.05) 6. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond,P.E.(Submitted under 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"span mullion and a 45"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 NOA No. 95-1212) tc14 t . LC‘4‘,1 [slide' I.Chanda,P.E. Product Control Examiner NOA No. 17-1212.24 Expiration Date: May 30,2018 Approval Date: February 01,2018 E-1 I I , , Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 NOA No. 12-0127.07) 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, complying with the FBC 5th Edition (2014), dated February 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/20/12, issued, signed and sealed by Thomas J. Sotos,P.E.(Submitted under NOA No. 12-0127.07) 3. Laboratory compliance letter for Test Reports No. 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, P.E. (Submitted under NOA No. 02-0501.05) 4. Laboratory compliance letter for Test Reports No. 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 NOA No. 02-0501.05) 5. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 04/07/17, signed by Nelson Erazo. G. OTHERS 1. Notice of Acceptance No. 14-0908.08, issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.", approved on 11/06/14 and expiring on 05/30/17. 2. One year approval, subjected to successful verification test. • 2. New Evidence submitted. A. DRAWINGS 1. Drawing No.LAW-ML-1001 Rev D,titled"Aluminum Tube Mullions"sheets 1 through 10 of 10,dated 04/27/10 and last revised on NOV 21,2017,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. Note:This revision consist of editorial changes of FBC 17(6th Edition) code compliance. B. Test 1. None. C. CALCULATIONS 1. None Is'haq I.'Chanda,P.E. Product Control Examiner NOA No.17-1212.24 Expiration Date: May 30,2018 Approval Date: February 01,2018 E-2 £-a 8TOZ'10£.ienaga,f :a;ea Ieno.ddy 810Z'OE AEA' :a;EQ not;e.gdxa bZ'ZTZi-LT'oN VON .1 Urm1 xa[ol;uo3;anpo.[d 'a•d`ep1llul '1 brgsi ;sa;uo7Te31j1zan jnjssaoons o;papo1gns `8i/0uSO 2uurdx0 `£T'ZZZO-LT ## sasxnaa Ajieuoti puoo vox gni, •i 1 LEI1O 'O (£T'ZZZO-LJ aig.iapun pa;;:mins)zaaur ua uaTsaa zoruas coma uosiaN paugts `LT/LO/f0 PaMp `;so; uotTeoguan uuopzad o;amp moire o;uoisua;xa zeal-i e&i sanbaz zaznToejnuetu uzo.ij zana7 •Z g d`so;oS 7 semoiT•.i.• poreas pue pau2is `zaznToBJnuum arjT Aq paredazd`L I/L I/I T poi. p«TsazaTur jeioueug oN„pue (uompa In LI OZ Dad o;aoueuriojuoo jo za11aj TuauraTUTS 'i S.LNawaiv.LS 'I •auoN •1 SNOLLVDIAIZaIaa •(gam) saomosag onuouoog prre AzoTeinfag Jo luovalsedaa aped!mem •T DDNy2IfSSV AlYWfla •Q Qa.L,Invans aauaidlnj :aDNIVIdaDDY io a3LLON •aui`sat.;snpug aosmxi. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE 14 t. ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED`IMPACT AND NON-IMPACT PRODUCTS. o GLAZING HORIZONTAL MULLION 1D 0 c PRODUCT RECTANGULAR ALUMINUM TUBE MULLIONS m w uy USING MULLION PROPERTIES ONLY .4 h o ANCHOR/CLIP —HORIZONTAL MULLION GLAZ(NG� ' 0 N _ N<U' S. PRODUCT � -_ f.- + 1/3 rt ENERAL NOTES: O vo ° o cv I O M W Z u h, 1 I w 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE t ` 4 I` ti S REQUIREMENTS OF THE FLORIDA BUILDING CODE(2014-5th Edition&2017-6th x> • (/] ,a 4. _ `� -• + N Edition)INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). ti Z SCO Lo 1 ` Z XT VERTICAL ;I VERTICAL II 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE N w x '< a Z o MULLION C MULLION 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E:WIND LOAD, WATER ^d f I1 .aa U O INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 'J a a II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, ,, Z ` z II GLAZING N _ INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. .. zz W GLAZING GLAZING GLAZING C 4.WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER � m F i PRODUCT PRODUCT ; PRODUCT -t N PRODUCT LOADS TO THE STRUCTURE. 4 E`er E M -' t=- S.ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. U F V '. t v z ANCHOR/CLIP-1 -� 8. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS 14 j Z Z I v. !� ARE NOT PART OF THIS APPROVAL. Ca` `ti • I 7.A COAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF I t I WOOD ANCHORS ONLY. o, 4 a -2 I,r ` 4 '' R I 1 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, TOj W1 W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET u I p-- THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4. N. i MULLION SPAN MULLION SPAN 4 I WIDTH (W) = Wt + W2 + W3 MULLION & CLIP NOTES: Iiit 2 I. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET z g ? OF Its FOR DETAILS AND NOTES. • / ANCHOR/CLIP ANCHOR/CLIP ' REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS Ns , ••.y HORIZONTAL, MULLION 2. FOR MULLIONS WITH S1 EEL REINFORCEMENT REFER TO SHEET T 2 6 6 C.a� 4 OF 10 FOR DETAILS AND NOTES. 4 m I a I o�'k �'��`� REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS V `^ P ODUCTill 3 N 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS « w W° $ 4 i VERTICAL . 3 6, 7. 8, & 9 OF 10 FOR DETAILS AND NOTES. b : a w MULLION + ��� + w " REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS r m It 1.iis� iit ,n.j a 1 Z i 3 v L L a N ozS GLAZING { GLAZING .-3 a _ 1 o S PRODUCT ; PRODUCT _t 01 GLAZING GLAZING Z II z i o PRODUCT PRODUCT tt 25 g u i VERTICAL ,, I¢ ' j m ri ci ANCHOR/CLI' MULLION Hz owi''R,vr ANCHOR/CLIP o t Y*+tt4 the brew& i •,, ,. `s beating Cede .0.61!!I Aaeptwa No t1-t I:2-.24 ,3°c r L<-' at 6a rANeaOakMM1Y ,2a1Sili '"' W2 � i r- .-t.,t 4 ts. h°'.'‘.„`NI.. W1 ,`• W2 PtudludCs¢Wm! '2'4)9,4;1, O O 1. W MULLION SPAN -; ,;'T.'';1 !t+ W L�O I • WI + w2 WIDTH (W) _ wt + W2 266.-2 �.G,-'c"t 2 2 Fa �'7 I a 10,,, 75+0. „. 2.I s I TYPICAL MULLION ARRANGEMENTS ` ' E. 4 t a 1.690 1 (-.125 ', �r___ C i (;�I` .062 1500 0 ��-,��� 1.062 .125 w 4 CA .156 iYP. • � �' + 1 N 11iR,vl\Av�gvN\vo ,�v1v\v\vy,� l{ ...-t.SDa- "°ni �' o w .,o w La95 3.000 a.000 .115 1.732 - .062 x-.125 CI a: '4'4 = m ADO }})iI 3.000 3062 3.000 .I15 I to M C q `I 2 X A TYPICAL 2.000 S.J32 2.062 2.000 } • ° Cl) Z N STD. TUBE WINDOW FRAME Z q Z tj 4.500 MULLION 1 _ '� 2X MULLION CLP f JJJ( m L'E iz O ¢ c 6063-TB .16H� .102 a L-1.000-1 .156 Y- ,102 L-1.000-i11 .156-11.....078 :- 1.062-. 1.188 J 1.062 •-1.188'7 1062�1 Z O I • �,/ NOTCH "L'\ 6'0� 2 X 6 1 X 2 W F, ./ OPTIONAL 1 % 4 1 X 3 1 X 3 1 X 2 . 1 STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION MULIION 6063-76 6063-16 6063-16 6061-T6 6063-06 0 E. Ixx: 2.070 ina. lxx: 1.000 in lxx: 0.950 in Ixx: 0.370 in lxx: 0.330 in {} F 'A 2 IISxx: 1.035 ink Sxx: 0.667 in! Sxx: 0.633 in� Sxx: 0.370 id! Sxx: 0.330 ink ����� Z 0 �/. c/ 2.000 - (FLANGE FRAME) (FIN FRAME) (FIANCE FRAME) (FIN FRAME) (FLANGE FRAME) ��� STANDARD TUBULAR SHAPES Q <4 - � } r-2000--I DIX(REVISED 4f' U ^ ALL.WALL = .126`ALL I I ri-oi 17 ng MDt e.FNii11 W y+ �" a ALLOY= 6063-76 I .........,..........-..0...,�-:.,• a�,r.ri�'ar-` ptegigeoryo1 .1` Z{ w J a .5D - �- TYPICAL M�-r _� - GLAZING PRODUCT 5-1.000 24tc - N w .3 yyyE �M� I .125 (�,,�, q p �--znDD---� ; q v.9Do ri.o., `i f1 .125�. f 2.259 Li;ILlt: 1li . • 2.6D0 �-LT A 00 E M y0 It 6.000 ' 3.000 p • i- M i 2.DR0 t' 0 4 4.500 1111111 " v r aA00 I w f8'1 n n yw TX MULLION CLIP 2.990 3230.' 4000- m 6063-76 1 X 4 1 X 3 1 X 2 m b W i 0 i f MULLIONS CONTAINING ST TUBE MULLIQN STD. TUBE MULLION STD. TUBE MUL ION Y .. 6063-Tb 595}_i6 6963-Tfi 'y o N m '��°L•� L' TYPICAL. GLAZING PRODUCTS - lxx: 2.070 in'. i lxx: 0.950 ina. lxx: 0.330 in i fs F Fi $ /''/ OpnONA� �.�r'./ HORIZONTAL OR VERTICAL I STD. TUBE MUL ION STD TUBE M I LION Sxx: 1.035 in Sxx: 0.633 in Sxx: 0.330 in a n 1. 5 : SEE WINDOW OR DOOR APPROVAL FOR14 8663-I6 6063-T6 t m c tv Q ��,�� FASTENERS SIZES AND SPACING 4 4 c 01 z \ I lxx: 8.280 in. Ixx: 2.980 In. i o .,,,- ``� Sxx: 2.760 in'! Sxx: 1.490 ins a'2 °` E E CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS c m c d1� L° ,/L INSTRUCTIONS: USING MULLION PROPERTIES ONLY (: \� MULL "L" USE CHARTS AND GRAPHS AS FOLLOWS. 84o9i! " i X 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT �s`'v'v Gnaa'r STEP S DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADS a�°'c�•,........°+, J,.?`x}�, 1 X 3 2.688' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. u,z0,,,.,O.:' ' r+ STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD QI0 °'i (x f0,'�r 1110, \.ter NOTCH 1 X 4 3.688' REDUIREMENTS. y w x( N r-A II. OPTIONAL 2 X 4 3.688' STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT NOTES: ^`'''4 M' cu `G' APPROVAL. a25 MIN. 2 X 6 5.688` STEP 44 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET 1'9 ..: 2.000 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. o I 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Fwd ° SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR 0 c . ` -.,,I '2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU H AND ANCHOR CHARTS HORIZONTALLY. a rra,•" Yas"•'' I ANGLE CLIP ,INTO TUBE MULLIONS, SEE OPTIONAL STFP 6 ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLIONFi f 6063-T6 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. G 1--2.600-1 ANCHOR DETAIL AT SHEET 9 OF 10. 0 • yy �ry ,ay(,�tt��1 �J pO�1 O,(n yp �,y�} pp�, J J N p�t� p. t,�(.t�y VV, W SA�AgN W W- $8 AC,N OW'm c`'1aN SiO 'aW 4 W S ST &AM8W EE5 I. n3. Aa W C 82 wIr cro2 N A as)D IV Mmio M-'MBoM MIAMM MMM o MM W M Oio to G)M (.1.Wmm n2 z. (n b O Cl N J_- .Jpa.,,pp p�pp�� �y(� p� ry �0.t.. p� (�, p �e (� (}��y OW BOAS V(a8 -15i OA4 V -^t1SANS i+�t+V+ [VD�2OON SS ut8N VSS SSSS;x MULLION Mfd A.O W ON V 0b;p, MC>OCC N"- b 'JW V N >G,�ML, O b °' W M Mbb Ob bb W --1 C SPAN \-9 v v-4., m 0.» > » . in in c>n cn RillEia4118—�ae3bNW6Qa�3$Sof$ 530))rn4a) '1E� ,_ gI1188IIIS238g83eb)'8(.1;x , m o W>A m M io C b b 0)N A V M v -+OCC O N m',i W IV �- o o C o o C o 0 0 0•a o 1\A j \t O O N W N N N N N b>N W A N N N N N N N W N N N N N N N N N N N N N N N N In N N N N C N> M W O N O o O O O O O N b O b O b O 0 m O O O O O 0 O O O 0 0 0 0 0 0 0 O O O 2.,,:,,,,)< x -'-,.—, 0000 M�-.-•oa,b gaga o Mingo 00000 0o Ooo 000b aobo s kc) [-I - Z . 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SOTOS m N' d iol 6d >N4 NW DNi M v ta N AK�3 tvT.4S N;A>� S�5-'N> T-" PROSES ONAL ENGINEER nx( O) - 0Nn4v > on DM> > 0Nb,O1 FL C. c 55225 '''; ',- ::,,:;' ,-7., ,;�:..'.":. Atvice,oc nett. �r r• 0'P' -No change this Sheet :s;� 'c=aSt•'- ;r:�^>,•;g;u 8501 H.W. 90 ST. '0' -Revised date foe the FEC-2014 1 MEDLEY, FLORIDA 33166 p; 55225 ' (S1V La V S TRI E S. 1—.G—) PH No. (305) 696-8660 C.Compliance of FBC 5th Edition(2014) '(� :1 , O.Compliance./FBC 616 Edition(2017) MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS s.r. S "NY. N.ERAzo D�osalz7/Io ALUMINUM TUBE MULLIONS ^'{. • .. Q�: A AaWtd ey: —••_Doty Rev4ed: r,, '.�tt tRYt•�,.• y >° MMM wool UNREINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES DATE oi'tE'"41PgAg�'s Nevc.(oa Levee D stn. r.odvoe R0J.rene.Number. 16)00000 N,aa'ee; LAW-ML-1001 sneer 3 OF IS 0100.00':'C„