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HomeMy WebLinkAboutProduct Approval PARADISE EXTERIORS "Building Our Quality Reputation One Customer At A Time SCC131150472 Property Information Building Information Owner: STEPHEN&DEBORAH PARISEAU Wind Zone: 170 MPH. Address: 5915 NICOLE LANE Exposure Category: C FORT PIERCE,FL 34951 Minimum Building Dimension: 48 ft. Mean Roof Height: 12 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 72 29 7 36.9 -40.1-- 2 40.1 _2 Int 35 16 7 37.8 -41.0 3 Int 35 56 7 37.0 -40.2 4 Int 35 16 7 37.8 5 Int 35 56 7 37.0 -40.2 - .-......- --- - ---......................- --------- - - 6 End 35 16 7 37.8 -50.6 7 End 35 56 7 37.0 -49.1 8 Int 51 60 7 35.9 -39.1 9 End 35 60 7 36.9 -48.8 10 End 35 60 7 36.9 -48.8 11 Int 36 60 7 36.8 -40.0 12 Int 36 60 7 36.8 -40.0 --..............- --- - --- - --- 13 Int 95 95 7 33.3 -36.5 14 Int 51 60 7 35.9 -39.1 15 Int 71 95 7 34.0 -37.2 16 Int 52 60 7 35.9 -39.1 17 End 52 60 7 35.9 -46.8 18 Int 51 71 7 35.5 -38.7 19 Int 51 22 7 37.8 -41.0 20 Int 51 49 7 36.4 -39.6 Prepared in accordance with:ASCE 7-/0,Chapter 30.Wind Loads-Components and Cladding.61h Edition(2017)Florida Building Code. Page 1 of 1 A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Corner Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING MULLION SHUTTERS NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF DIMENSIONS REQ Y/N SIZE REQ Y/N/NA 1 Int window P Lami IG FL13010.4 55 55 36.9 -40.1 1 4802 72x29 No No 2 Int Window PLamiIG FL13010.4 55 55 37.8 -41.0 4802 35x16 YES No 3 Int Window 7/8"Lami FL16177.1 70 70 37.0 -40.2 52x62 35x56 YES No 4 Int Window I"LamilG FL13010.4 55 55 - 37.8 -41.0 4802 35x16 YES No 5 Int Window 7/8"Lami FL16177.1 70 70 37.0 -40.2 1 52x62 35x56 YES No 6 End window I"LamilG FL13010.4 55 55 37.8 -50.6 4802 35x16 YES No 7 End Window 7/8"Lami FL16177.1 70 70 37.0 -49.1 52x62 35x56 YES No 8 Int Window 7/8"Lami 1G FL1578U 55 65 35.9 -39.1 54x76.5 51x60 No No 9 End Window 7/8"LamilG FL15780.8 55 65 36.9 -48.8 54x76.5 35x60 No No 10 End Window 7/8"Lami IG FL15780.8 55 65 36.9 -48.8 54 x 76.5 35x60 No No 11 Int Window 7/8"Lami 1G FL15780.8 55 65 36.8 -40.0 54x76.5 36x60 YES No 12 Int Window 7/8"Lami lG FL15780.8 55 65 36.8 -40.0 54x76.5 36x60 YES No 13 Int Door V Lami IG FLl 1103.1 60 60 33.3 -36.5 96 x 96 95x95 No No 14 Int Window 7/8"LamilG FL15780.8 55 65 35.9 -39.1 54x'6.5 51x60 No No 15 Int Door P Lami IG FL11103.1 60 60 34.0 -37.2 96 x 96 71x95 No No 16 Int Window 7/8"Lam1IG FL15780.8 55 65 35.9 -39.1 54x76.5 52x60 YES No 17 End Window 7/8"LamilG FL15780.8 55 65 35.9 -46.8 54x76.1 52x60 YES No 18 Int Window 7/8"LamilG FL15780.8 55 65 35.5 -38.7 54x76.5 5101 No No 19 Int Window I"LamilG FL13010.4 55 55 37.8 -41.0 4802 51x22 YES No 20 Int Window 7/8"Lam' FL16177.1 70 70 36.4 -39.6 52x62 51x49 YES No Florida Building Code Online ' 8 A. a r. a - 51 h Yr & 2-+w�.:u�1 BCIS Home Log In User Registration Hot Topics v Submit Surcharge Stats&Facts ; Publications I Contact Us BCIS Site Map Links Search Product Approval 1�. t USER:Public User Product Aonrovai Menu>Application Detail FL# FL130.10-R6 " Application Type Revision Code Version 2017 { Application Status Approved MApproved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 3 ` t Comments Archived p Product Manufacturer Custom Window Systems Inc. ' Address/Phone/Email 1900 SW 44th Avenue J t Ocala, FL 34474 \+ (352) 368-6922 Ext 245 '`� kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc -'j Technical Representative Jay Lathrop x Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc �s Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc - a Category Windows Subcategory Fixed { Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE O Validation Checklist- Hardcopy Received i Referenced Standard and Year(of Standard) Standard Year 1 AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 i Equivalence of Product Standards https://floridabtiilding.oig/pr/pr_app_dtl.asps?pat'atu=wGBVXQwtDgvQG681'EIiGOVrsSwl s\VUkhaazonS2SDicupGkec9uG[i?A%3d'%3d[7/5/3018 2:d 7:55 PIvIJ Florida 1311i1ding Code Online Certified By f i Product Approval Method Method 1 Option A Date Submitted 05/30/2018 Date Validated 05/31./2018 r Date Pending FBC Approval � l Date Approved 06/10/2018 Summary of Products. FL# --�Model, Number or Name Description 13010.1 —� PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window q Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FI 1'3010 R6 C CAC CAR 38-1 `7l of ` Approved for use outside HVHZ: Yes FL13010 R6 C CAC CAR 138-1362.odf f a ; Impact Resistant: Yes Fl 13010 R6 C CAC CAR 138-562.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: PW-8150, 36" x 72" and 72" x 76"see installation 09/14/2019 detail for DPs. Large Missile Impact. In HVHZ may only be used Installation Instructions up to 30ft above grade. Glass complies to ASTM E1300-04. FL13010 R6 II W -433DPdf Verified By: Lucas A.Turner 58201 Created by Independent Third Party: No i Evaluation Reports FL13010 R A vain Dort433D dmf Created by Independent Third Party: Yes __. .........-- ---.. ..-- ---------- -13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window, Continuous Head &Sill. jLimits of Use Certification Agency Certificate -� Approved for use in HVHZ: Yes F113010 R6 C CAC CAR 138-261 e2„ladf i r ( Approved for use outside HVHZ:Yes FL13010 R6 C CACAR 138-705e2.pdf Impact Resistant: Yes FLI.3010 R6 C CAC CAR 138-706e7_ dmf Design Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date Other: Large Missile, Dp = +/- 67.5 psf, Max. size 74 1/8"x 08/12/2019 72". Outer lite must be safety glass above 30 ft. in HVHZ. Glass Installation Instructions I complies to ASTM E1300-04. -51D psif 1 - Verified By: Lucas A.Turner 58201 'ff k Created by Independent Third Party: No 1' ! Evaluation Reports j z -EIa1-4J-Q._B_6-A-E EL,IReaort51- .p-df " ^ <3 Created by Independent Third Party: Yes 13010.3 PW 8300 PVC fixed Window PW 8300 PVC Fig/Fin Fixed Window, .1.20" x 48" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R, A ARs138-258e2 pdf Approved for use outside HVHZ: YesFL132t0 R6 C CAC CAR 138-481e2,.Pt1� j Impact Resistant: Yes FL13010 R6 C CAC CAR 138-482e2 pdf 1 Design Pressure: +70/-70 Quality Assurance Contract Expiration Date 3 Other: PW-8300, 1.20" x 48", DP = +/ 70 psf. Large Missile 04/09/2019 Impact. Glass complies to ASTM E1300-04. Installation Instructions FL13010 R6 II CWS-373C.pdf_ { Verified By: Lucas A.Turner, P.E. FL PE#58201 Created by Independent Third Party: No j �a Evaluation Reports FL13010 R6 AF EvalRepoort373C.odf Created by Independent Third Party: Yes i ly 13010.4 —� PW 8300 PVC Fixed Window !PW 8300 PVC FIg/Fin Fixed Window, 120"x 48" - ;! Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes III Fl 13.01-Q�G C CA ._C��38 10�_i�cif 1 ! Approved for use outside HVHZ:Yes FLI' C CAC CAR 138-1320 e2 odf Impact Resistant: Yes3QLQR6 C CAC SAf�13$ 4412Ctf r II Design Pressure: +70/-70 �_ Qlg f2G C CAC CAR 13-272 pdf Other: PW-8300, 120"x 48", DP = +/- 70 psf. Large Missile Ll 10 R6 C CAC CAR 138-457.ndf 1 Impact. Glass complies to ASTPI E1300-04. FLJ.30.I,0 R6 C CAC CAR 138-465.oSLf -El 1 0a 0 R6S�AG CAR 138-534.0d� h«ps://foridabiii[ding.org/l)r/pr_app_dd.aspx7param=wGEVXQwIDgvQEb8FE1160Vrs5wPsWUkbaazonS2SDienp6kee9uGILA%3d%3d[7/5/2018 2:47:55 PNd] Florida Building Code Online f "Y" ,t '�{ "�. { `{_. �_ Y r C. w� Y Y �r Y� t ' Quality Assurance Contract Expiration Date 03/26/2020 Installation Instructions Verified By: Lucas A.Turner, P.E. FL PE#58201 111 Created by Independent Third Party: No Evaluation Reports ski FL13010 R6 AE EyalReport159E adf y Created by Independent Third Party: Yes , y` 5 . . Gx�� r rx aw r r on aSt ;:2601 Blair Stone Road.7'aiizhassee FI_32399 Phone-850-187-IR24 The State of Florida is an AA/EEO employer.coovrioht,2007-2013 Mate a Florida :;Pd1aSv Statement;;Accessibility statement: Refund Statement ±VUnder Florida taw,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 155.275(1), s ; 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 emaiis 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 ciicr here_. Product Approval Accepts. � eLhe-t t 8 't v � Credit Card Safe ITYMA d 8ffi it litips://floridabtiilding.orgll>rtpr_app_dtt.atspx'lparam=wGEV\QwiDgvQi--bSFE1-16OVrs5nvFsWUkbnazotiS2SI)icnp6kce9LtGEA%n3d'7o3d[7/5/20182:47:55 M11 T � T �,,T� 1239 .Tabara Ave. �J 1 @4 North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. 429779 Evaluation Report 159E September 7, 2017 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48"x 72"unit size DP55 } or 72" x 76" unit size DP67.5 (DP65 outside H VI-IZ_) iYlanufachu•er: Custom Window Systems, Inc. 1900 SW 44`i' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC 11 Product Approval IZule Chapter 61G20-3.005 (4). '['his product complies with the requirements of the 6"' -C Edition(2017) Florida Building Code including the I-[VHZ. The product testing standards performed are - Outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E.,at 1239 Jabara Ave.,North Port, FL 2) Approval drawing CWS-I59E, signed and sealed by Lucas A. "Turner, P.E. 3) Test Reports NCTL-210-3954-01 and-[A, and NCTL-210-3955-01 and-IA, from National Certified 'Testing Laboratories, Orlando, FL, with'Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08, AS'TNI E1886-05, ASTM E1996-05/09 and TAS 201, 202, 203 1994(TAS reports 3954-IA and 3955-IA signed and scaled by Gerard J. Ferrara, P.E.) 4) Supplemental Calculations to support CWS-159E, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-159E. Limitations of Use: This product: Y-��' a May be used in O configuration in sizes up to 48"x 72" unit size at design pressures of+/-55 psf, or in sizes up to 72"x 76" unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the 1-IVl---IZ, with max. glass daylight sizes as shown in CWS-159E • Is large missile impact resistant and does not require the use of shutters a May be used in the High Velocity Hurricane Zone a Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade j a Requires glazing as shown in CWS-159E, with Kuraray (DuPont) SentryGlas Interlayer per l Miami-Dade NOA 14-0916.11 r in DP65 or 67.5 units or Kuraray (Dupont)PVB Interlayer per Miami-Dade NOA 16-1 1 17.02 in DP55 units a Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade NOA 17-0206.1 Ot t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 6"' Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. ���tittiueurh 1Z;Lr • '� " 9/07/2017 y'• STATE OF :` 4 Lucas A. Turner, Y.E. FL PE 1158201. 0 N A 10 . Document Title: Doc No: FIRM B1-02 Structural Performance Rev No: 7 Page: 1 Of: 1 YSTON'j �TF��Y��� Certification Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 739.0 Issue Date: 10/28/2010 Revision Date: 11/13/2015 Expiration Date: 3/16/2020 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems, Inc Model: 8300 Fixed with Fin or Flange 1900 SW 44th Avenue Operator Type: FW Ocala FL 34474 Config: No, GS-5/16" Ann Lami IG Max Width: 48 Max Height: 72 Referenced Standard: Product Rating: PA/TAS 201/202/203 Large Missile, DP +/-55.0, 48x72 O Qualifying Test Information: Test Report No: NCTL-210-3672-1 & -2 Test Report Expiration: 3/16/2020 Authorized Signature: Keystone Certifications, Inc. 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 Phone: 717-932-8500 Fax: 717-932-8501 WWW.KEYSTONECERTS.COM PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 4NIND0YY SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 SW 44TH AVE. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474 DEFINED IN ASTM E 1996 PER THE FBC. 'NW W.CWS.CC 49 1/4" — 73114" WIDTH 2.GLAZING OPTIONS:(SEE SHEET 3) MAX.OVERA�L_E.LANGE b+/1DTH MAX.OVERALL FLANGE 8300 PVC -- 48" —. 72" 3.CONFIGURATIONS:"0". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW MAX UNIT WIDTH_ MAX.UNIT b'VIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. 451/8" --- 69118" 4.DESIGN PRESSURE RATING: IMPACT GLASS DLO Y� GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A --——————————————— GLASS TABLES ASTM E-1300-04e01/09. - Z Q _ ——III I 1 I -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER o w O cn w 0 c— INFILTRATION TEST PRESSURE AND GLASS TABLES Z w�c <[- w / I ASTM E-1300-04e01109. w z 0? C~Z~ 1 \ 0 Qrn§> o��m F �0 LL F-w Z - I 77 114" I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Z Z=:2¢V.,w O0 MAX. I '•t I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR 0 0 0 ti<H,a 731/4" I I OVERALL DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 Z—cn z F-Z rn FLANGE MAX. I I HEIGHT I \1•,� i ANCHOR CALCULATIONS. ZQ O z U 5 Z 7)0— OVERALL LL— OVERALL B B ,/; �„ Q LLW O I Z FLANGE I / I I �� I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT z G O F H F-Z HEIGHT I I vi 76, I /,' \MAX. \ I REQUIRED. F- 0��}��O 2 i I I UNIT I - Co w O\.--, I 7.ALL FRAMES ARE FULLY WELDED. �Lu z d 0 W CO� MAX, }+� I O 1 I HEIGHT I ,/ \ 0 W I=-0 a O2 c 8.SERIES/MODEL DESIGNATION PW-8300. D: w Lu 10 I UNIT / HEIGFIT \ 1 I 73 1/8- I I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 6_V8- ,uiurrr,,- I I I GLASS O=FIXED SASH. ,,pREI'� .. i . T I GLASS B DLO I I •,�••T`G c,.�.... DLO I 1 a I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �< `'.• •, 0 I I LOCATION. No 582D i :'P i I I 1 I e 8 �� I _ 1/ -� _:0 ;TATE OFLL I W� A A s/•.......0%,",,` i i I _ 9/22/2017 i LUCAS A.TURNER,P.E. FL PEr'58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPI'IDN: TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 wr.4TI0, 1 � N1�+�tJi.GIIZSLZ-E ._,QrS�IGN PRESSURE RATING IMPACT RATING DRA'IWNBY: DATE: 1: v r - I ARCHITECTURAL SHAPES...................2 ' -- ---�� —'--_—" Y Y Y-t. y V1 f-`.,—. GLAZING DETAILS.................................3 ANY 48"x 72" +/- 55 PS'F ' ` t ADE OS/OS/07 SECTIONVIEWS....................................4 �S.-......�..-�•a,- ,. _ .�..-�....,,,�-1....�.�'�,��r...�.-..n,,,i.._.. —n'n,l�.n�. i D%V #: —_-_.REV.: EXTRUSIONS&B.O.M...........................5 IvOla-H'VH- -'`"`--\_, LARGE MISSILE IMPACT I CWS-159 E ANCHOR SCHEDULE&NOTES.........6-7 72"X 76" _ INSTALLATION DETAILS.......................8 _ HVHZ +/-67.5 PSF h�-•�`---�-�-- �•--^-^- ->�-^-�L-h-I� scn1.E-- - SHEET 1:20 1 OF 8 ........... owsgom.o WINDOW SYSTEMS --1 1900 SW 44TH AVE. OCALA.FLORIDA 34474 WWW.CWs'CC 8300 PVC PICTURE WINDOW IMPACT FULL ELLIPSE("OVAL") ............................................................. < z 3: < F- owo co'o 6 FULL CIRCLE z ui < �:0 0�� w TOMBSTONE Lu zoz 0 ::� f0->-0Q LL F-w Z�-�:-�E:F z ZT2<a"'05 0 0�-0 6<M,L'f 0 U 0 F-Z 0-F-W 0. 0 z W-ZI-Dw Z 06, --Z)U- < -zoozo 0 1---'20 LLZ >- <3:ow-mo- Q� < F-z < c) 0 L�wwwgwww 0� Z=l U) CL - c�0 U) 0 w F-0 W?: .......................................................................................... ...... 112 CIRCLE F 1 :z. ................... N. 5Sz OCTAGON ..................... ................. TRAPEZOID �D . STATE OF rQ ,C) NOTES: 1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIRENIENTS. L L 2.THRU FRAME-MASONRY.WOOD OR METAL OPENING. 9/22/2017 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL PE#58201 RECTANGULAR WINDOWS ON SHEET 1. 1239 JABARA AVE.I NORTH PORT,FL 34288 4.ANCHOR -CTUAL FLANGE AND FIN WINDOWS PH.941-380-1574' IIOR SPACING FOR ARCHiTF i................................................................... MUS FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7.WITH ANCHOR -9lE*ff-fTf--*-sl-WTr15N— SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1/4 CIRCLE ............ - -------.................. TRIANGLE ARCHITECTURAL SHAPES, DRAWN BY DATE: ADE 05/05107 DWG#: CWS-159 E SHEET 2 OF 8 omlom WII`lD0yj SYSTfF3S J 1900 S`PJ 44TH AVE. OCALA.FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT a z Qz W_!m QFOO Z ZSSQC�0= L 1"OVERALL r� 1"OVERALL u 0 �Z a I-U)d 3116'ANNEALED or TEMPERED` 3110 HEAT STRENGTH or TEMPERED ZZ O O U t/j�Z U U C LL z 112"AIR SPACE } I z 0 w F m:0 L 3!8"AIRSPACE wv L Q O F F��- 5/16"LAMINATED '} z 1I1, 7116'LAPAi GLASS w `�Ow S O W co O W /y.. 1/8"ANNEALED 1 a z=a O 2 1 3/1fi'HEAT STRENGTH .090 DUPONT PVB INTERLAYER /\ a w~a 5 a .090 SENTRY GLOSS TONOPLAST INTERLAYER Lr = El F- 118'ANNEALED 3/16'HEAT STRENGTH CUANEX DURASEAL i- n� `�J���„•`i RE I'd w'.. Y IG SPACER PURFECT GLAZE"H" •( gUANEX DURAS-AL• 6 PURFECT GLAZE`H" . •'SCF s' SIKAFLEX 552 C:` r ,� I ) p SIKAFLEX 552 .J IG SPACER zN. '•$` 1. tGLASS V2"GLASS BITE I' 0 1) 1/2"GLASS SITE- ST?.TE OF TYPE A r GLASS TYPE B 9/22/2017 LUCAS A.TURNER,P.E. FL PE 9 58201 i I 1239 JABARA AVE. NORTH PORT,FL 34288 a ✓- PH.941-380-1574 _........._.....---------- SHEET Df_SCRIP I'IJN GLAZING DETAILS GLASS MAXSIZE DRAWN BY: DATE, SETTING BLOCKS PER RBC 2411.3.3.1 _TLP_EW X H ADE 05/05/07 C DP +/-55 A 48 X72 CWS-159 E 72 X 76 SCALE: SHEET - - -- -- 1::11 3 OF 8 Q 4 xvlNoaW sysrE.•`is 1 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.CwS.CC INTERIOR — 7 0 8300 PVC PICTURE WINDOW Q �� 7 IMPACT tiJ Z W J O tZ_Z LL Q�z0 � � LL rx zxs¢CwOQ O 00�FoZ0-f-Wc- � i 9QZZ�.�� �I SECTION VIEWB-6 Q �zpC1zowQ LO 1� tt t0` OfFOz F C�Fr��p� � Z(nw QJrnl- a INTERIOR a ~ a (r n. �1�G• No 582U i �"'t. R :0••.•• STATE OF ily i I1 : ce g ",,,,ON AV i r I Zi l 017__ I. LUCASA.TURNER,FL PE#58201 P.E. i 1239 JABARA AVE. NORTH PORT,FL 34288 O PH.941-380-1574 SHEET DESCRIpTIDN: I SECTION VIEW A-A SECTION VIEWS ORAVIN By: DATE: ALTERNATE FIN FRAME ADE 05/05/07 DWG,Y: REV.:----- CWS-159 E – --- SCALE: SHEET ---------- ---- ------- I 1:1.33 4 OF 8 PARTS LIST FRAME CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL (� � a � ♦ `tdtNJCs',Ad SvsTEf•1S 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC www.cws.cc 3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC 4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC )CO-RNER`uVELD(ALLSIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE 1:8 PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET. BLK., 85 DUR., 1/8" x 5/8"x 2" LG. FRANK LOWE RUBBER 8 PURFECT GLAZE "H", SIKAFLEX552 HENKEL/SIKA SILICONE a z a zo 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z w� o a °w W zoz of 10 S-6064 GLZ. BE., FXD. (1" O.A. I.G.) MIKRON PVC g F w�z O�? 11 GLASS SEE SHEET 3 0 0�o¢¢Woo U 0 F ZdF=-t~/7a o z-� ZD� 31/8" 3118'- Q Oz 0WZOOWZ s ¢<ow-xo_ L'a 7 ❑ w oW ux»�o_� _ o, Z)W: W C Zjd OJ(nF- 1 2 3 4 5 p W F 0 a—7>t IIIffI��11��III IIIffI��tt��IlI a r a Ll�'a 21/15" �U 1l15" �U �O 2 718 �O :;`•'•��OE//S^�`�''ns Re 5S20 i ._Y 7 `..crArE of PVC FRAME FLANGE-H-60068ONA rNnnN 7 � � PVC FRAME FIN-H-6006A --1 114" 7 _9/22/2017 '— r„A.TURNER,P.E. v15" v2`-{I - ----- FL PE it 58201 718" 10 i_i�f 7 1239 JABARA AVE-. alts" NORTH PORT,FL 34289 T— PH.941 380-1574 NE�T bI55C!:IV'I'IGn: PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 ( EXTRUSIONS&B.O.M. I D .vaw w: I DATE' ADE 05/05107 - _ ----7----._.... Dw�- Ev.: CWS-159 IRE SHEET 1:1 --' ---- -' 5 OF 8 _1 t .,5,-.!"`'��-�.-•r-•.,�-`!YYY"��l �(J�1(J III/UU(r•L`:!- i 14"MAX.O.C.(TYR) \ YVINWP SYSTEMS MAX.(TYP.) 8"MAX.O.C.(TYP.) 6"MAX.(TYP.)---- ), SEE NOTE 2 \ � SEE NOTE 2 / 1900 SW 44TH AVE. -- 4..�,,,AX.(TYP.) 6•MAX.(TYP.)- �} C\ r OCALA,FLORIDA 34474 r -------•— \\ r ---------- WWW.CwS.Cc 8300 PVC v I I Maxoc �\ I I PICTURE WINDOW I (TYP.) I I _--INSTALLATION — ?. IMPACT 1q^ INSTALLATION ANCHOR(TYP.) ANCHOR(rYP.) MAX O.C. I I I I (TYP.) I I I I a— o w o o W o 0 L I .ti W Lu f_- o I-W�ZF-3: z o zx�acwao I I I I o-o<axo� z Oo�0zx0� I I I I Z0� nr a —x - C�o rn p w O w0-�w� II = ANCHOR LAYOUT-(FLANGEt~\ i ANCHOR LAYOUT-(FIN) ! `��`� ti0R IV rr, DP+/-55 PSF DP+/-55 PSF No 552.01 :P �9•• STA1'«E OF Q O-�•.•�, :•Cis Ss/6NA1 `,� NOTES: 'rrrrr,nu,tt��� /--y^�"-,�� ,,..�-r.:-vv-v'-.�-Y-Y`�.'-�i"Y'Y"Y"`:"Y`Y`�C�t'Y"..,�..`..,�-�,V-�-��.-.,-Y-�.-.r-,�Y"Y"';'^"'!';_','-`:`YY�:'vY`C'Y"r-`!Y'YY'`;v't"�,-•�. �-.{-�;-�-.�-�-.�-�� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 1 2.SHIP✓..AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHINIS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE y CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE.SI_E,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 9/22/2017 LU CAS A.TURNER,P.E.P.E 4.ALL i?iSTALLATiC:d A::CHORS MUST BE MADE OF OR PROTECTED WITH A COR ROSION RESISTAlJT MATERIAL OR COATING. DISSIio'.!L!R 3%.E"i ALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED s'/QQD PiiL'ST FL PE/r 58201 BE PROTECTED TO PREVENT REACTION. I 1239 JABARA AVE. NORTH PORT,FL 34288 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS.AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIPAUM PH.g41-380-1574 SPECIFIED IN TABLE 1.SHEET 8. sNeEr DEscRIPnDN: 6 ANCHOR EMSEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. j NSTALLAIIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL: DRAWN 6Y: DATE: ADE 05/05/07 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG—'-- REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE' SHEET FMA/AAR4A 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS!, FMA%WDf IA 250(BOX WINDOWS),FMA/AAlv1A/VVDMA 300(EXTERIOR DOORS) 1.20 6 OF 8 VC"ItAL�UU lye `^•""^ 4"MAX.(TYP.) 8'MAX.O.C.(TYP.) i WINDOW SYSTEMS ` 7 5;8"MAX.O.C. SEE NOTE 2 4'MAX.(TYP.)(TYP.) -' 1900 SW 44TH AVE. ———————————————— I =SEE NOTE 2 FLORIDA 34474 WWW. 6"MAX.(1'iPy /'� WWW,CWS.CC 8300 PVC PICTURE WINDOW 75/8• I \` I MAX O.C. I I IMPACT MAX D.C. I I (TYP.) (TYPI I i I Q Z 0 4Z I / 0 17)Lu W ZCi �w�0 Q h- w TJCN- I I INSTALLATION 0 co Z OZ R4STALLA }Oc'?,m I O I ANS£OR(fYP.) I O I ANCHOR(TYP.) =OZZ� _z F- z cO ?ZF--z 0z �Zo ccs w 00 D: �w _ _____ _____—_---_—_--`_ rumnrrr / ) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGENo SS2 DP�!-65 PSF DP 65 PS =�+ :J i +i- F NOTES: r�nurr^�� i 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/113"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. I —�3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. _ 9/22/2017 LUCAS A.TURNER,P.E. 4.ALL!NSTALLATION ANCHORS MUST BE NIADE OF OR PROTECTED VJITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR.METALS OR MATERIALS IAT CONTACT'A'ITH PRESSURE TREATED WOOD MUST i 201 58 r i BE PROTECTED TO PREVENT REACTION. FL PE I 1239 PEJABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE V^IITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES'WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34289 SPECIFIED IN TABLE 1.SHEET 8. P.H.941-30"0-1574 'SHEET'UI.SC.RIpI'IgN: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE!CNIU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE 8 ! INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ! INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBS I RATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN 6Y: DATE: ADE 05/05/07 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 'oTvc z:------ - aEJ.-------- SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREIAENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E 9.SEALING AND FLASHING STRATEGIES FOR OVERALL NATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS; FNIA!AAMA 100(FIN WINDOWS),FMA/HAMA 200(FLANGE WINDOWS), FMAVVDAM .4A 250(BOX WINDOWS),FA/AAMAANDMA 300(EXTERIOR DOORS) 12SHEET 0 7 E 8 MIN.EMBEDMENT '1 Owe SEE TABLE i SUBSTRATE (y( C TYPICAL HEAD ANCHORAGE �., BY OTHERS WINDOW SYSTEMS L^a 1/4"MAX.SHIM--- - I SEE TABLE 1 ,� MIN.EDGE DIST. --SUBSTRATE 1900 SW 44TH AVE. 4/"� MIN.EDGE DIST. ) I SEE TABLE 1 BY OTHERS SEE TABLE 1 OCALA,FLORIDA 34474 `` :Mff6lE TABLE 1 1t � 114"MAX.SHIM WWW.CWS.CC SUBSTRATE BY OlHERS ' v SEE T gLEDIST. SEE TABLE 1MIN.EMBEDMENT i ( 8300 PVC SEE TABLE 1 INSTALLATION ANCHOR -------.PERIMETER SEALANT— ) SEE TABLE 1 PICTURE WINDOW IN INSTALLER �_ ,r MIN.EMBEDMENT 1. INSIDE AND OUT - SEE TABLE 1 IMPACT t' SEALANT BEHIND 114"MAX.SHIM ) ( V PEI 1 n J Q Z Q Z 4 FLANGE BY INSTALLER LL�� t LJ ..� a PERIMETER SEALANT Z J ¢H O ETER SEALANT y Z O Z U_H Z r INSIDEANDOUT to- O Lr ( - 1 INSIDE AND OUT ~) U- HQ-W Z F-�`E= INSTALLATION ANCHOR Z Z=2 Q Ir W O`O- ''\ ANT BEHINU SEE TABLE 1 O O f-O U d= rY ( FLANGE 3Y INSTALLER }% SE:.LAIJT BEHIND p Z Z Z N J� .1 FIN BY INSTALLER Z O C7 O- I INSTALLATION ANCHOR— \ g HORIZONTAL SECTION C HORIZONTAL SECTION _ } Q z LL:2 O C)U.z (� SEE TABLE 1 '�1 8 TYPICAL JAMB ANC!IORAGE TYPICAL FIN ANCHORAGE 2 Q O H F-Lz O- HEAD AND SILL SIMILAR FOR FIN INSTALLATION G }0 3:O� i J W OD a'v)0 W v)W J.t ""...1._.�L..1..-3...,.�...i,,_.�....,\..,)...:....i, 7 a i zit W O J cn I- a a ~a C a In 1 � 1'4"MAX.SHIo-:1 j I SEALANT BEHIND \Y! FLANGE BY INSTALLER �� O 1', :;�?'. \C+E'IJ S�•-'Pi�y h. No 5520 i :�'1i }-( PERIMETER SEALANT--- BY INSTALLER VIN.EMBEDMCN f INS DE AND OUT I SEE TABLE 1 ,i 'v= .•"= Y S9•• STATE OF SUBSTRATE BY OTHERS SEE TABLE —.� - -I MIN.EDGE DIST -� �`�S fpNAL"o,• SEE TABLE 1 j SEALANT UNDER SORE'✓✓—� 1 A 1 VERTICAL SECTION G HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE [_9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS % I LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MI1jL E.%IBEDME_iiT MIN.EDGE DIST. �f j FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3116"INJ TAPCON / 1-1/5/ 1-1!8" - 1239 JABARA AVE. Pi-RIraETE s,_AL�'.NT--- NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITV✓TAPCON �f" 2" BY INSTALLER INSIDE AND OUT 941-380-1574 I FLANGE CONCRF TE(2 SS KSI MIN.) 3/16"ELCO ULTRACON k... /�1" 1' UOPH.RIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM.C-90) 3116"ELCO ULTRACON % 1-114" 2-1/2" g BOSIIEET UESCRIP1lON: X FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN!PINE G=0.55 3116"ITW TAPCON / HEAD AND SILL SIMILAR FOR BOX INSTALLATION ( ) / 1-3/8" 718" INSTALLATION DETAILS I OR ELCO ULTRACON / 1, FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW r.: 1-3/6" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAY:N 6Y I DATE: I 16 GAUGE(0,.06,0")MIN.STEEL STUD s10-16 HIL 11 KWIK-FLEXOR 7V✓ FULL THREAD UP TO AND INCLUDING A 90X-FRAFAE.APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.0660" 7/16 1/8"ALUM.(6063-T5 MIN.)OR #1(1 GRADE SSELF-TAPPING FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWl9#: REV.: / FLANGE 7116• INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1 1/2" 7116" SHOWN FOR FLANGE WINDOWS. 1:2 8 OF B f"lorida Building Code Online Pagel of 2 w x z~ UCIS home Log In User Registration Hot Topics Subntlt Surcharge Stats&Facts publications FBC Staff aCIS Site Map Links Search Ffi)Procluct Approval d gyp»`:f USER:puitlic Uscr b--ti w {,. t _, f• I._i.____�, II.ic,,t..I __'_> Z Atiu_�L_l>Application Uctail FI.r; I is 6177 Rz Application Type ! Revision Code Version 2017 / Application Status Approved Comments r Archived t� r Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 / 1 kpine@cws.cc Authorized Signature Kevin Pine kpinc@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone./Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory i Single Flung ._z Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Ilardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R2 (:Oi FvalRepor1:812CDClf Referenced Standard and Year(of Standard) Standard Year AAMA/W D MA/CSA/101/I.S.2/A44 0-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2.009 PA TAS 201/202/2.03 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtLaspx?param=wGLVXQwtDdvyf4ngAXhl Dy... 1/3/2018 1- -ida BUilding Cocle Online Page 2 of t Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products 1�'"\ •. r�— fes( �(' f �� ^1 FL# Model,Number or Name Description ( 16177.1 S11-8100 PVC Single Bung SII-8100 PVC Single Hung Impact Resistant window. ` . Limits of Use Installation Instructions Approved for use in HVHZ:Yes F._i_1,/7-R 2 11 :1!S_ .2(_df f Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other:SH-8100 PVC Impact, no sill anchors required. FLI.6177 R2 AE EvalReport8l2C.Ddf S Safety glazing required on outer lite above 30 ft.in HVFIZ. Created by Independent Third Party:Yes { Glass complies to ASTM E1300-04. Back Next contact Us::2G01 Blair Slone Road Tallahassee f1.32399 Phone:850-487-1824 The Stale of Florida is an AA/EEO employer.Convmht 2007-2013 Slate of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,ernall addresses are public records.If you do not want your a-mail address released in response to a public-records request,do not send olectronic 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(tie Department with an email address if they nave one.The ernails provided may be used for official communication with the licensee.However ernail addresses are public record.If you do not wish to supply.h 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: Grecift Card Safe t. littl)s://",\vN-v.iloi-iclabui lding.org/pl-/pr_app_dtl.aspa?pai-am=wGl?VXQ\-vtDgvyf4iigAXII 1 Oy... 1/3/2018 o T �� 1239 .labara Ave. �J North Port, FL 34288 ENGINEERING- Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Repoft 812C _C�.•�""_.'"-'^�r.'- August 29, 20 17 ( i 1•oduet l)escription: Series 8100 PVC Single 1-lung, Large Missile Impact, 51 7/8" x 61 3/4" unit j6"' `~' +/-70 PSF, no anchors Ill sill IYlanufacturer: Custom WIndOW Systems, Lac. 1900 SW 411i1'Ave, Ocala, FL 34474 `- Statement oi'Conlpliance: This report evaluates the above-listed product per the requirements of Product Approval Rule Chapter 61 G20-3.005 (4). This product complies With the requirements , f tEdition (2017) Florida Building Code including the High Velocity I-[urricane Zone. 'Phe product tes 4 standards performed arc outlined below. y�, ",�._.���_>•..,_.�,_,�, � s��� `"�� Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E.,at 1239 .Iabara Ave., North Port, FL 2) Approval drawing CWS-8120; signed and scaled by Lucas A. Turner, 1).E. 3) "Pest Report NCfL-210-3815-IA, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard.1. Ferrara, With testing performed: TAS 201/202/203- 94, ASTM 1_; 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101/1.S.2/A440-08 4) Supplemental CalelllatlOnS to Support CWS-812C, signed and sealed by Lucas A. Turner, P.E. Installation: units must be installed according to approval document CWS-812C. Limitations of Use: This product: May be used in O/X configuration in sires and with max. glass DLO heights as shown in CWS- 812C Is impact resistant and does not require the use of shutters May be used in the High Velocity Hurricane Zone Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite("tempered required above 30 R in HVFIZ) —Air—5/16 Laminated (1/8Ann-.090PVB-I/8Ann) inboard lite o Requires 1<uraray (Dupont) PVi3 Interlayer per Miami-Dade N.O.A. 16-1 117.02' Requires Quancx (Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.10 t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6"' Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in CLISLOnl Window Systems or in ally company illanufacturing or distributing products FOr Which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. t��tttttrrr�r�r �` •.m z z 582,01 8/29/2017 Lucas A. Turner; P.E. ��`r�ralri FL PC /15 820 1 GENERAL NOTES: SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYS7[Ai5 � I TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53 V8"P."AX._OVE6ALL_F_LANGE WIDTH 2. PVC 3.CONFIGURATIONS:"O/X". /51 7/8`MAX.UNIT WIDTH SINGLE HUNG 4.DESIGN PRESSURE RATING: --47 11116"GLASS DLO -{ -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT GLASS TABLES ASTM E-1300-04e01/09. A -POSITIVE DESIGN LOADS BASED ON,TESL"ED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ¢ Z o co w O --T -- -- i ASTM E-1300-04e01/09. z W a p Q F- Ow -__—T w z O z 0 � 63" _ __ _ I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED F-w 3 z O� _ MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z 2 2¢Q�w p O OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O 1-O'j a=F r HEIGHT FLANGE ANCHOR CALCULATIONS. z 0 v)-z HD co Z 0Ov) �U- B Q I B 26 13/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE Q P:z LL 2 0 0 LL z DLO' NOT REQUIRED. � 2<O F F�O-- Q �0}UU Ztn 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL.JOINT SEAM SEALANT w O 0^~'U)C w cn w i 61 3/4"\ I I u- W MA:t ( i USED A7 FIXED MEETING RAIL AND JAMB. � z_n. O U IIEIGH� _ 1 8.SERIES i MODEL DESIGNATION SH-8100. p =~O a w} r w wv, a LL c a 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: _E 30 X=OPERABLE SASH,0=FIXED SASH •''�p.pr~E Tl,� 30 MAX. 26 7i8"J 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR SAS �<,r-'•`)O E�I s:? �r,,.'� - SASH I GLASS LOCATION. 'J Ne 582:7 i HEIGHT }g DLO _ Y - g� 11.EXTERNAL WEEP SLOT=1/4"z 1-114"LOCATED 4"FROM BOTH ENDS. - O :3 STATE OF '•�!' /ON '� -----.__......._..__......._ 451116" GLASS DLO 48 3;8- 9/22/2017 NiAX.SASH WIDTH ------1 LUCAS A.TURNER.P.E. I FL PE K 58201 1239 JABARA AVE. NORTH PORT,FL 34238 j PH.941-330-1,574 sHEEr DescalPnav: GENERAL NOTES AND TABLE OF CONTENTS ....._ ELEVATIONS ^i DRAWN FY: GATE: GENERAL NOTES&ELEVATIONS.....1 - DESIGN PRESSURE GLAZING DETAIL.................................2 } MAX. UNIT SIZE BAT 06/18/12 IMPACT RATING � 2 � SECTION VIEWS.................................3 4. RATING D,VG REV, EXTRUSIONS&B.O.M........................ CWS-812 C INSTALLATION TIONSCHEDULE&NOTES.........6 `� 51-7/8"x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT INSTALLATION DETAILS....................6 `- scAl.e: SHEET r 15 —...__ ._--_--_.._. ... : .ice _ l"••_- ~ + i I omwomffl WINDOW SYSTEMS 1900 SVJ 44TH AVE. OCALA•FLORIDA 34474 www.CWS.CC I i 8100 PVC SINGLE HUNG 1. IMPACT v z� - - Y � h Z W w O Q F-O W w ZOZ_ ff��I_ Z Z 2 Q ar _ 718"OVERALL INSULATED GLASS .( /., 7!8"OVERALL INSULATED GLASS O Q H O 2 w Q OC t/8"ANNEALED OR TEMPERED ^ U U 1/7 F-U D. D. j-� 1/8"ANNEALED OR TEMPERED O Z-U z Z F.O U ,-1 7116"AIRSPACE 7/16"AIRSPACE "� Q O�_ U O O w O- Z ( 5116"LAMINATED GLASS rr 5116"LAMINATED GLASS Q Q W F 118"ANNEALED ` 1!8"ANNEALED F' W O Q n>p w-0 W �, Ir zu�w 0�U1� (\1 .090"PVS INTERLAYER BY DUPONT 'S INTERLAYER BY DUPONT "� W d } V 0:8"ANNEALED 118"ANNEALED , a F- D_ a U OUANEX DURASEAL n (� QUANEX DURASEAL (! �U-7 IG SPACERIG SPACERPURFECT GLAZE"H"OR SIKAFLEX 552 i PURFECT GLAZE"F,"OR SIKAFLE X 552 1 I ` / —� i 'vG Ne 5S2i1i•••�`h 14 e I> "2'GLASS BITE I,q py t12"GLASS SITE y 48 .._.:. ,�....� J- 4)8— "-{ - Z9�. STATE OF �.✓~,'= 71 if L` FIXED LITE SASH LITE 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239.IABARA Al/E. NORTH PORT,FL PH.941-380-1574 _..---DESCRI-----F'TIU-------- SHEET N: GLAZING DETAILS DRAWN BY: DATE: BAT 06118/12 DWG y: REV.: ,DCWSa1 2 c SETTING BLOCKS PER FBC 24 i 1.3.3.1 SHEET _..- — 11 INTERIOR WINDOW SYSTEMS ffln 1900 SVJ 44TH AVE. OCALA,FLORIDA 34474 27 53 12(38O 3232 (�2j 45 WWVV.CWS.CC y 8100 PVC �_ ® ?11 SINGLE HUNG i - �-=�=-=--, IMPACT Lo 45 ri + Q QZ� < O n >_- 2w0 woo �14 /'///Jw zOz �1= F-V `� J0� zZS02Q1Tp'o14 14 51 EG�3 19 a O C{-OUQ=�O �- SECTIONS-B p zzz~Ma Oz O 54 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, Q z z RIGHT SIDE SHOWS SASH SECTION VIEW. � �p w�F O- cr_2 3:0 f ooa�0W(n� 39 dl w~ W w ul 27 28 ,- Cr S13 STATE OF .-Q Z j 14 65 i{ i606302j 3 9/22/2017 -' LUCAS A.TURNER,F.E. Ft-PE 7 58201 n l 1239 JABARA AVE. 30 NORTH PORT,FL 34288 I � PH.9.41-380-1574 Iui SHEGI'DESCZIPTIC'•N: SECTION A-A SECTION VIEWS I DRA'JiN iY. GATE: BAT 06/18/12 DWG#: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C ----1- 20,25-26,36-37,44,51-52,55-56.64,67-68 SHEET j 1:2 3OF6 PARTS LIST FRAME CORNER ITEM PARTDESCRIPTION VENDOR MATERIAL 31/6. J CONSTRUCTION (( fI/](C77�//f� • 1 H-6031-6031 Main Fc,SH,w/Flg.,PVC,Head Mikron Vinyl _I V- (51ya1J(llS// 2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl V1iN OW STEMS 1 1 15/16" 2 3!16 1900 SW 44TH AVE. 3 H-6031 Main Fc,SH,w/FIg.,PVC,L.Jb. Mikron Vinyl 4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl 2 OCALA,FLORIDA 34474 6 S-1577 Impact Hook Keymark Alum 3 ,9) 8 VyWW.CWS.CC 8 H-6027 Sash Meet Rail,PVC Mikron Vinyl 2 11/16' 4 1 18Fq~� 1 5/8 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16" V76" Lrl qt!tFCORNER WELD 8100 PVC 10 H-6028 Sash Bo[tom Rail,PVC Mikron Vinyl .S_ 1..-. (ALL SIDES) SINGLE HUNG 12 H-6C04 Sash Side/Top/Bot.Rail Mikron Vinyl 1;8 13 S-1498 Reinf.S.B.R./S.s.R IMPACT 14 5-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6026 PVC SASH TOP RAIL-6027 18 5-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl ¢ Z � ¢Z� 19 5-6014 Scrn.Adap..,PVC,Vert. Mikron Vinyl F-- -w 0 10- 20 w 06 20 S 6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 /2 �� w z O m='W 1 31,16"- -' 23 H-1699 Reinforcement,SBR Keymark Alum 7/8" �"'� _ O Q 0�>O 0��:m 24 P-2190 Balance BSI 61,10; I 12 1 i 1, w z _ z Zx0U<=Qp 25 P-3059 Sash Cam,PVC BSI Plastic O O=O ¢ 26 P-3046 Take Out Clip BSI SS 1 51 � 2 1/8" 1/16" U Q U z a F-[n D. J- 1!16, FIXED MEETING RAIL p Z-�-Z H.Q 27 P-3783 Lock,Impact,PVC Interlock SCREWED TOGETHER WITH Z Q O O z U- 28 P-4069 Keeper,Impact,PVC nterlock Zamac -1!16 OUTERFRAtdE ¢ z z O O U REINF.,I[•dPACT HOOK-1112 1:8 S� C tO W 0 O Z 30 P-3215 Weep Cover w/Flap Gaer Plastic ¢; y U U Z pj 32 P-3229 Wstp.,0.270 x.587 back FinSeat,Gey Ultrafab PVC SASH SIDE RAIL-6015= FIXED RAIL-1836 w� w0 O o'>C w O w 37 P-4638 Y.8 x 2-1/2 PH Mod.truss,Type A,TEK 2 Fastenal Steel ^'I Z Q J rn� 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 15.1'16` o/t8" 0 w~O a O= 39 P-4051W 48 x 1.250 Ph FH TEK,Wht Hub City Steel 1/2"- t 11,8 ve- aI II-- a X Z wa U 40 P 4264W #8 x 314 FH PH w/#6 Head,TEK,Wht. Hub City Steel i-JJJ 2 5!16 44 P-3342 Seam Sealer,SM-5504 Schnee 7;8" : �J L -�8 1 5!16" ,,.���p•,r,`,Rct"y``'', 45 P-3752 Cap Plug,1/2"Hole M&M Nylon I 1,045" 1- L— y 1176` �tri6' 1i10 `��.°'.•\�GEti v^�•. 47 P-3438 Sikafiex 552 or PLIect Glaze"H" Sika/Henkel ;�`: a 48 P-3352 Set.Blk.,85 Dur.,1/E"x.518"x 2"Lg. F.Lowe Rubber PVC SASH STOP.6025 PVC SCREEN CATCH.60!3 PVC FIXED PAIL COVER.-6063 PVC SCREEN SUPPORT-6014 No 58201 51 P-3881 Temporary Lbl.(NFRC/DP) , o: 52 P-3613 CWS LbI.(logo) Pro Label 3;a^— 5.8" Z93% STATE OF �W= 53 Sash SEE SHEET2 GLASS " 54 Fixed SEE SHEET2 GLASS 31,i6•L r T� .4 14 o P l z1, 'j-_.�11116, 4 1 56 P-3281 Spacer Du aseal r 3 15%t 6" I�J g" 1i' 62 P-3218 Screen Frame,Horiz. Allmetal Alum 11.116" �_Imo' r 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.S.R.!S.S.P..-1498 REINF. BTM RAIL-1699 REINF.TCP RAIL-1497 PVC GLAZING BEAD-6054 64P-3321 Screen Frame Cc-or Key Allmetal PlasSc 65 P-3581 Screen Clot^,18 x 16 Fiberglass Bettervue I Fiberglass 66 P-327.8 Screen Spline,.1,55 Dia.,51k. _ Dapa Vinyl r 67 P-3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Sori,^g,SS FI.Screen SS ...__._—_9/22/2017 70 P-3113 Screw Suopor,for PVC T.P!asiics Nylon LUCAS A.TURNER.P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum FL PE#58201 72 S-6163 Cover,Fixed Rail Mikron Vinyl b O 1239 JABARA AVE. 73 S- 112_ Reinforceme,:,Impact Hock Keymark Alum NORTH PORT,FL 31288 74 P-3541 #8 x 1/2",Pan Head.TFK Fastenal Steel PH.9:1-380-15?4 ---------------- F-15!15"•-� 1!2`---- ShyT DESCRii•iION: 5••—__ _� 31i6' LINE ITEMS NOT USED: �— �._____3"_ BOM AND EXTRUSIONS 5,7,11,15-17,21-22,29,31,33-36,41-43,45,49-50,55,57-61,69 7;8" u O 70 - -'1/16" -i-J SCR=`N SUPPORT-3113 DRA,vN BY: DATE: IMPACT HOOK _ BAT, 06/18/12 S-1577 DWG#: REV.: CWS-812 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. scALE: SHEET 12 4OF6 WINDOW SYSTEMS J / G'MAX.(TYP.)— -{-17"MAX.O.C.(TYP.) 1900 SW 44TH AVE. L6"MAX.(TYP.) -- -- -- '�C OCALA,FLORIDA 34474 r WWW.CWS.CC SEE NOTE 2 � 101 1 - 1 8100 PVC MAX.O-C. �,�-�" SINGLE HUNG L J —INSTALLATION IMPACT ANCHOR(TYP.) z w�po E�nw Lu ZpZ a=Z� r� o acn�}OxSm ILL z z i 2 a=w o o iL� o Ot-o ax � (4"(TYP _J_ O U 0 Fw Z a 1-0 m S S O Z- -Zi-O0 l I Q 0 0 U5 zof agQO 4L I 1 } L X G <} �U-Ztn �-. 101/2" 1 /\ t- QpI-}D�o= tut AX.O.C. N a C co p w" u (TYP.) Z w r I �••�� a Sa IYO�} { 1 p w ax�� LU3:ul I 1 a 4"(TYP•)— NO ANCHORS REQUIRED IN SILT- No 5220 i v,a \_` { ANCHOR LAYOUT-(FLANGE) ;9'•. STATE r'-,-..,..-.... -,....,-•,.�r"-r.� 1"Y-��.., '`��L1�_'..%�..J�J�-�`i-.�._,.4. .... ... *Jl �S'•t O R 1�;,•'r�.�_ , 1I`1,INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. ��f"r'!�"�-Y"'�'�r•- - .r^l�'�''J��YTY~`�-���'" �-lw t-�'r�„ •N 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHINI STACK TO BE V.V. USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE � iA CONSTRUCT ED OF HIGH DENSITY PLASTIC OR BETTER.MOOD SHIMS ARE NOT ALLOWED. (' 3.ANCHOR TYPE,SIZE.SPACING AND EMBEDIMENT SHALL BE AS SPECIFIED!N THESE DRAWINGS,SEE TABLE 1.SHEET G. 9/22/2017 1-.-.��.,,,.iti._i�.�... ems...him..i,.._.%�.)...�1,...iti.i��...�....:.✓�)...�.��✓��,_�., �..._��l�i�.1..- �:�;�.J ---—I ALL INSTALLATION ANCHORS i,•IUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR NIETALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED SAIOOD POUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE K 58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH.ANCHOR,MANUFACTURER'S INSTALLATION INSTRUCTIO*!S,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENG THS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 I 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS.EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESDR!PT10N INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU NIAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: I BAT 06/18/12 8.V'✓OOD OR is1ASONRY OPENINGS.BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND NIASONRY SUBSTRATES MAY NOT BE CRACKED. DWG REV, 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: -------�-�----------CWS-812 C-------- � FF.7A/MMA 100(FIN WINDOWS),FAAA/AAMA 200(FLANGE WINDOWS), F;�:7A/'A+DfidA 250(BOX WINDOWS),FMA/AAMA.A^.+Dh1Fl 3U0(EXTERIOR DOORS) SCALE: SHEET' 1:15 5 OF 6 � /,(/��{ TYPICAL HEAD ANCHORAGE "� / Y,rl" -� ow's�M. -(� MIN.EMBEDI,ENT SUBSTRATE Y- V'JINDMV SYS T EMS II�1—j S- MIN.EDGE DIST.F-� � SEE TABLE 1 BY OTHERS EE TABLE 11900 SW 44TH AVE. 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 ,-ISUBSTRATE BY OTHERS-----_. ---- - I WWW.CWS.CC SEE TABLE 1 Y '\ I MIN.Ef.13EDf�tENT 1 SEE TABLE 1 -11 I' �� I MIN.EDGE DIST. 8100 PVC y PERIMETER SEALANT / t 8YINSTALLER I j••; SEE TABLE 1 .� I(r INSIDE AND OUT O _.` �\ �< SINGLE HUNG INSTALLATION ANCHOR- l SEALANT BEHIND ! ly SEE TABLE 1 -� IMPACT FLANGE BY INSTALLER �. 1/4"MAX.SHIM / \� .�CIL t` Q Z �; QZ3 I Wv,wpp \1_ z �o� Q z W1-- ' w zoz ~-w � �- )� ) O app}0af3:m PERIMETER SEALANT u. I-w Z 1-3:g= f�4 BY INSTALLER Z z= a�w p 0 i INSTALLATION ANCHOR INSIDE AND OUT U O OZ d F-- co d SEE TABLE 1 ' r "�, SEALANT BEHIND -� Z '-z F-Z)CO BY INSTALLER Q p z p 2 z Du- FLANGE w o v >- 2SpW0a:o HORIZONTAL SECTION -.f K Q F-F-!7 CONTINUOUS DOUBLE 3/16.BEADS OF ^,? I/ 6 ~TYPICAL JAMB ANCHORAGE Fes- oO�O H} O 2 TREMGLAZE U1600 SEALANT AROUND Y / PERIMETER AT ALL INDICATED POINTS ~1 Lij Z_W N�'W c7 W i BETWEEN FRAME AND BUCK BY INSTALLER.`/ ? I-w O p co F- ,.•1 y _max Lu U) / 1/4"MAX,SHIM �, ✓ a F- 0. z�'a SEALANT BEHIND j) rru a rri v FLANGE BY INSTALLER PC-d •( l( 4„_� ````p��,`,C.........r_ u .._......._.___ it � � .-% 1 "f `�*��_':C E?'J S±•."fi,. TE PERIMER SEALANT { �Vi•�' '•%i MIN.EMBEDMENT J INSTALLER ( TABLE 1 ! r N. 5'tU i IN SEE T !I INSIDE AND OUT _��• :r JSUBSTRATE 6Y OTHERS---� V _ /�II— � � = STATE OF )•; SEE TABLE 1 ! -I--MIN.EDGE DIST. OR •.`- ) _ SEE TABLET .✓ /` `—�� '`�� '�'}S'S/ON.4L��`��` `•,� VRTICALSECTION TYPICAL SILL ANCHORAGE 9122/2017 _ TABLE 1:APPROVED INSTALLATION FASTENERS Q LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE �V IN.EMBEDMENT MIN.EDGE DIST. FL PE K 58201 CONCRETE 2.0 KSI MIN.) 3?1"0'ITN TAPCON PERIMETER SEALiiNT---J `tet 1239 JABARA AVE. f / L1;Z" I 1-1;8` �. 6Y IfJSTALLER NORTH PORT,FL 312811 HOLLOW OR GROUT-FILLED C ILLI(11'PCF MIN.) 3?1n ITW TAPCON �.;INSIDE AND CUT ' � � I.. '�• \ _ r'-C'`\ HORIZONTAL SECTION !� PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON BOX Ff'v.IME INSTALLATION �- S GROUT-FILLED CMU(ASTIA C-90) 3116-ELCO ULTRACON 1-114" 2-1;2" IiEAD AND SILL_SIMILAR FOR BOX INSTALLATION <, 3?16•'ITW TAPCON -"`'-�� ..., -,�_y`.-�, , j,_,�...,:1 INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1 3/8 I r/8 FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE. 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DPA"IN aY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD »10-16 HILTI KWIK-FLEXOR ITW FULL TT',READ BAT 06/18/12 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" I 7116" -MIN.1/4•'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIEDori;x: -- Rev: INSIDE AND OUT.FULL PERIMETER,BY INSTALLER. 118"ALUM.("6063-T5 MIN.)OR 410 GRADE 5 SELF-TAPPING/ FULL THREAD cWS-812 C _ 7/16" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THP,U 0.12 ' SHOWN FOR FLANGE WINDOWS. scALE: -- SHEET 1:2 6 OF 6 4 Florida Iluilding,Cock Online ' I s. DCIS Home i_og In User Registration Ilot Topics Submit Surcharge Stals&Facts Publica Llons Contact Us BCIS Site Map Links Search ; Product Approval USER:Public User ndua Aoprov�o f­�nu_>Application Detail FL 9/- FL15780-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ l l� Product Manuracturer f Soft-Lite LLC I Address/Phone/Email t 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/Erna il Category Windows] Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. 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. D Validation Checklist- Hardcopy Received Certificate of Independence s IS780 R C:2L(b) C'ertif'ci te9f_ILl eA trS� 2Stt Referenced Standard and Year(of Standard) Standard- -LeaL =` 1 AAMA/WDMA/CSA.101/I.S.2/A440 2008 AAMA/W DMA/CSA101/I.S.2/A440 201.1 AAMA/W DMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 s TAS 201, 202, 203 1994 I:f1p;://iluridabuilding;.org/pr/pr_app_dll.asps?parrm=avGfiVXQwtDgGc15:\IttC•O1VGyl'iCnecL'Lk;nlivl'1VLJoQah81'cpuavfJiUg"63d%>d(9/7/201R S:I1:3R r\M] Nod&Building Code Onliuc Equivalence of Product Standards Certified By Sections from the Code a Product Approval Mclhod Method 1 Option D Date SubmlLted 06/1.1./2018 Date Validated 06/13/20.1.8 Date Pending FBC Approval 06/18/201.8 Date Approved 08/15/2018 Summary of Products s # FL Model N } � I umber or Name Description - I.L5780.1a. Imperial LS DH12 Double Hung Extruded PVC Double Hung Window- (XIX Configuration) i 1Window I Limits of Use Installation Instructions Approved for use in HVHZ: No -Inst ts780 1 n f I 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 15/80.1 for Design Pressure Ratings, any j�_t.l;7�}Q R8 AE ( Eval 15780.1 I iL additional use limitations, installation instructions and product Created by Independent Third Party: Yes a , particulars. i 15780.2 i b. 115400 DF-154 (G5405)" Double Extruded PVC Double Hung Window- (X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL15780 R8 II (a)Inst 15780 2 xf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 j Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports J Other: See INST 15780.2 for Design Pressure Ratings, any Fl_1.5780 R8 AE (a) Eva! 15780.2[f additional use limitations, installation instructions and product Created by Independent Third Party: Yes i particulars. ._..........__—_—_ _—.._...—.._..___— ... ._........._.—._.--. .15780.3 c. "5400 DH54 (G5405)" Double Extruded PVC Double Hung Window- (X/X Configuration) Hung Window Limps of Use Installation Instructions Approved for use in HVHZ: Yes �l_1`5780 R8 II () Inst 15780.3 (.IL Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 t Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports I Other: See LUST 15780.3 for Design Pressure Ratings, any FLt. 780 R8 AE (b) Eval 15780._', RSlf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 15780.4 d. 5300 DH53(G5305)" Double Extruded PVC Double Hung Window- (XIX Configuration) Hung Window k Limits of Use Installation Instructions Approved for use in HVHZ: No �[1J?0 R8 II (�.)_-It1s.t 15780.4.od� Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports Other: See INST 15780.4 for Design Pressure Ratings, any FL1.5780 R8 AE (a) Eval 15780.4 odf i additional use limitations, installation instructions and product Created by Independent Third Party: Yes i r particulars. 15780.5 e. "5300 DH53 (GS305)' Double Extruded PVC Double Hung Window- (X/X Configuration) I Hung Window i Limits of Use Installation Instructions Approved for use in HVHZ: No 11 J5730 R8 II_( �.inz1 15780.S.ndf_ Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 L;Ips://floridabtiii(ling.org/l)r/pr_app_dllaspx?paratn=tvi;IiVSQwtIJcp3c 1SAhiL'OW6yPi GIoeLLk3ulivF%VI_JoQxhSYcptnrDiUg/.3d%3d[9/7/201 S 8:11:38 AM] Florida Building Code Online ! Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports j Other: See INST 15780.5 for Design Pressure Ratings, any _ELJ_5780 R8 AE (b) Eval 15780.5 pdL additional use limitations, installation instructions and product Created by Independent Third Party: Yes j particulars. }.15780.6 f. Series"Barcelona" Model 'DHMI" Extruded PVC Double Hung "Impact" Window, Missile Level C' (X/X Configuration) ------- ---..._._ Limps of Use Installation Instructions Approved for use in HVHZ. No FIA-9780 R8 II (a) Inst 75780.6.Ddf j Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 ( Impact Resistant: Yes i Created by Independent Third Party: Yes Design Pressure: N/A ( Evaluation Reports I Other: See INST 15780.6 for Design Pressure Ratings, any FL„�,. 78028 AE (I Ev 11 5780,��pdIF I additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. = ? 11.5780.7 j g. Series"Barcelona” Models 'DH30I" Extruded PVC Double Hung "Impact" Window, Missile Level "D" s &"DH30PI" (X/X Configuration) I Limits of Use Installation Instructions Approved for use in HVHZ: No FIA.5780 R8 II (a) Inst 15780.7 odL +. Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 j Impact Resistant: Yes I Created by Independent Third Party: Yes j ' Design Pressure: N/A Evaluation Reports Other: See INST 15780.7 for Design Pressure Ratings, any x].15780 R8 AE (b) Eval 15780.7.Ddf additional use limitations, installation instructions and productCreated by Independent Third Party: Yes particulars. 1' ( 15780 8 h. Series"Barcelona" Models"DH30I" Extruded PVC Double Hung "Impact"Window, High Vel^o�c ty & DH30PI" Hurricane Zone (X/X Configuration) h, -- -- _._............. ...._._..-- Limits of Use Installation Instructions t_' ! Approved for use in HVHZ: Yes FI 75780 RS II (a)Inst 75780.8�rfL :4 y Approved for use outside HVHZ: Yes IV 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 F[_7.5780 R8 AE (b) Eval 15780 8 pdf `.i additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 5780.9 i. Series "Barcelona" Models"DH30" Extruded PVC Double Hung "Non-Impact' Window- (X/X j &"DH30P" Configuration) Limits of Use j Installation Instructions Approved for use in HVHZ: No FI-75780 R8 II (b) Inst 1S780.9.odf I Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No P Created by Independent Third Party: Yes Design Pressure: N/A ;Evaluation Reports Other: See INST 1.5780.9 for Design Pressure Ratings, any Fi 1 5780 R8 AE (b) Eva[ 15780.9.p if additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i I s - ( Contact Us::2601 I3Iair Stone Road.Tallahassee FI 32399 Phone,850-487-1824 •. The Stzte of Florida is an Art/EEO employer,�pRyljgl_it 7007-2013 Stale of Florida ::Privacy Stat r enL;�Accessibility Statement;;-$fid Statement i j 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 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 here. Product Approval Accepts: Gredi,' Calc] safe m( e3ga% ;z iafps://Ilnridabuilding.orgJpr/pr_app_d0.asps::?p:v:uu=wGIiVXQw•Uhp3c I SAInEOW6yl'iCnocEl.k3nl lvl'P+LJoQal:BYcpuwDiUg'%3(1.G3d[9/7/2018 8:1 1:38 ASI] R T/ \X/ BU'|d'n^, [`0D3Dlfonfv, Inc. ,' Comoxio:and u-immriosServices kxthe Building Industry B C nzBos 23wvmricon'335o Phone 8 13.659.9/97 Florida Board°/proussio=/Engineers anm=*°rx".wtiz*u.No.mo ,29, 11 R."kim. Product Category Sub Category Manufacturer Product Name Soft-Lite LLG "Barcelona" Windows Double Hung 10250 Philipp Parkway Model"DH301"&"DH30PI" 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 9 1998)for Soft- LiteLLC, baoedonRu|cChnpterNo.01G2O'8. Mothou1Dof the State pfFlorida Product Approval, Department nf Business&Professional Regulation, RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire linancial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product narned herein. 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. Wh en used in"HVIIZ", '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 drawina FL-1 5780.8 require further engineering analysis by a licensed engineer or registered architect. 6. This product meets the water infiltration requirements for"HVFIZ". 7. See drawing FL-15780.8 for size and design pressure limitations. 1. Test JReport No. Test Standardi Testing Laboratory Siguied-bV TEL 03001734 TAS 2U). 2O2&203-94 Testing Evaluation Leb.. Inc. Lyndon F. Schmidt, P.E. 2. Miami Dade NOA Materials Testing 17-0712.04 GaOexo PVB Interlayer(Eastman Chemical Company) 15'0528.13 PVC Extrusions(Vision Extrusions Ud.) 0. Drawing No. Prepared bV Signed &Sealed bV No. FL,15780.8 RVVBuilding Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P£ uun�m 4. Calculations Prepared-bV Signed &Sealed by Buck Anchoring RVVBuilding Consultants, Inc. (CA#9 F.Schmidt, P.E ASTM E130oGlass Load Lyndon F. 8chmidt, P.E. 5. Qualitv Assurance Certificate o/Participation issued byFunabouVhEngineering and TonUnO. Inc, certifying that Soft-Lite LLC|xmanufacturing products within uquality assurance program that complies with ISO/IEC ' u 1702Oand Guide 53. ` 4nuoor.scmmm/.p.s. pLpENo.43*09 1un1oo1r Sheet 1o 1 jL I-v Oft—L, I zo 1. 4 . ' � 110® VS -T y 8 ;1!gir1.jzuro light. M n •••••••• \\\�` N>°t0 m M 10250 Philipp Parkway 1,111%10%\ z 00 d o M z Streetsboro,Ohio 44241 m a a o a v u xz? m Z Q U SEE CHARFOR SEE CHART FOR °Q. Ma"BA "BARCELONA" M - FRAMESIZES FRAME a v Model TH301°" and TH3®Pl" _ � 1 E. o= � 1 -- DOUBLE HUNG WINDOW I _- %/ I Z o "IMPACT' 1✓ 3 c. �Ip x � z zw W cc GENERAL NOTES / �1 N W In ' I N l. This product has been evaluated and is in compliance with the 6th Edition(2017) ¢ o e Florida Building Code(FBC)structural requirements including the"High Velocity I € c g a Hurricane Zone"(HVHZ). a aced as shown on details.Anchor V V 2. Product anchors shall be as listed ands m p � /� � � til' i I embedment to base material shall be beyond wall dressing or stucco. 3. when used in the"HVHZ"this product complies with Section i 626 of the"FBC and r does not require an impact resistant covering. s 4. For 2x stud framing construction,anchoring of these units shall be the some as that T l — o shown for 2xbuck masonry constuction. Ln Model "DH301" Model TH30Pl" 5. Site conditions that deviate from the details of this drewing require further engineering analysis by a licensed engineer or registered architect. 6. This product meets the water infiltration requirements for the"HVHZ". _ w y TABLE OF CONTENTS MAX. MAX ncSf6N PPESSURE tPSF]' ° I SHE j DESCRIPTION - - MODEL FRAME DLO.. I o r GLASS _-1_ ITypical elevations,design pressures and general notes DIMENSfON DIMENSfON.: PE: POSfffVE NcGAT1Yf. car 4/14/17 i 1 2 _ I Horizontal cross sections sce: N.T.S. ° f 3 Herizonfol cross sections "DH301' 54.0"X 76.5" 46.25"x 33.875" Gt +55A 65.0 - ---- J — ___ .__.—..— cwc.3Y: K m v I 4 Vertical cross sections ----- _____ BY; 5 Buck and frame anchoring '_I� "DH30Pl" 54.0"X 76.5" 46.25"x 33.50" Gt +55.0 -65.0LFSILFS 6 Components ~ FIK. l-7 Components 8Bill of materials and glazing detail 1 .-i 5 OF N SHEET OF $ 0 Hardware Notes: I ( 2 3 1-1/4"MIN. 1. Locks(2)located on lock rail C49 EMB.(TYP.) 4 11Y'from,each jamb. J C SEE DETAIL I SEE ANCHORING SHEET L z 28 < 8 ........ (2 INTERIOR INTERIOR Wz 24rrrP" ..Z 0 z, zo Cc, �W r3I -t 0 1 117 W', 56 M n-8- El u zli 9 n25 C3 V) A- �D EXTERIOR EXTERIOR 0 X 3 ZUJ C, 10 HORIZONTAL CROSS SECShown Direct to Masonry TION DETAIL I 4) 4) �2 U 2� t 0 C 24 A 03 SEE DETAIL I r-- SEE DETAIL I 1-114"MIN.. (CJ Tr :11 33 (�28 (�8 EMB.(TYP.) 303 28 8O G1 > INTERIOR WIERIOR I I cn 0 -,0m, Ln il> p, F b3 U3 ro 3 Lull Ui 0 A-1-J EXTERIOR EXTERIOR CK) 0 Z �m 4/14/17 EMB.B. N.T.S. SCALE' 1 �ms CHK.V: Tl CROSS SECTION L CROSS SECTION r3 HORIZONTAL DRAKING NO, HORIZONTAL 6 Construction 2X Buck Shown wl I X Buck R:\Cliants\SoR-Lite Permanent\A-Florida Product Approval s\FL-15780 Double Hung\C-Drawings\FL-15780(2017)\FL-15780.6-8.dwg,3 fv °O a A 4 0n _ r � z 0" zo, 1f ( W N \_/ O 1{ O PC N n O �, O •Y W � = n o �. 72 o o l 1 co I z W �•r -0 i <' a A }. 0 I r t W W rn Y x r o e, f \N ClO ;� XAU ly Lr❑nJ_�� W r ' n \; u Z O �N\\nnlrrry7 0.43409 T A QQ g PRODUCT: noeumnnte Prepa a By:-,U. ey: 7i7�SOFT-1TE WINDOWS Lyndon F. Schmldt `''•. ORID1;.•''•\��` S+ G' P.E. No. 43409 �D,�At-t� �A` o Z PART OR ASSEMBLY_ BUILDING CONSULTANTS, INC. X P.O. Box 230, VOIrIco, FL 33595 be u NO DATE �BY HORIZONTAL Phone, No.: 813.659.9197 REVISIONS CROSS SECTIONS FBPE C.A. No. 9813 x;12017 R.\V.8u 111+c Cnrusul.rn i+Is 11+C. R:\CIients'%5oft-Ute Permanent\A-Florida Product ApproVals\FL-15780 Double liung\C-Orawings\FL-157B0(20I7)\FL-15780'6-6.dv.'g'4 EMB.(TYP.) EMB.(TYP.) 71 Pon 02 If X 0 In n r) q C) 3: Ln 0 0 rn In zi Riw 11 f, z 0 0 CO 1-114'MIN. EMB.(T(P.) 0 C) -1.96" XG 0 M r) 0 n E! rn r) 0 (TYP.) m 07 96" 0 0 C I \ II ' i ❑0 n 0 14 4 F­ -Nft 1-1/4"MIN. (TYP.) 1.957'— No.43409 _ PRODUCT: Document. Pr.p—d'by: Q BIAlkLt SOFT-LITE WINDOWS Lyndon F. Schmidt OFF P,E. Na. 43409 11 p co PART OR ASSEMBLY: BUILDING CONSULTANTS, INC W,P.O. Box 230, Valrico, FL 33595 Do VERTICAL Phone No.: 13.659.9197 REVISIONS BY CROSS SECTIONS FOPE C.A. 4. 9813 k)Z017 R.W.F311ILDINU 001—LIAII(D 1rv.. (TYP.) 10.5'O.C.(TYP.J '�_ a• wn r �J e(TYP., N'7 Z N=0` m �•••••... ... J b D z o m o J I 1 1 1 /nl un1.. O N z f m Q 0x= D 2X BUCK f - (F\ h to °m M. TYP. C SASH v 1 X BUCK G h tl C� �' ©�`a BUCK DIRECT TO H 2X r }/ _ MASONRY E `oZ BUCK < FRAME--'�' Y tN HEAD JAMBS 1 ( { u cw 1 2 3d MEETING I -------- C RAIL 1 �I ------ -( z K �I 2X BUC_K��- MASONRY- MASONRY `a OPENING ( IXBUCK i I W DIRECT TO OPENING -- SASH _ MASONRY -I m THROUGH TILT j N - LATCH BLOCK - y ---�—_-- ° 1. rER a M i o 1-! FRAME ANCHORING ,T! BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of 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 maintain the min.edge distance to rnorterjaints,additional concrete anchors i may be required to ensure the"MAX.ON CENTER"dimension cre not exceeded. n 3. Concrete anchor tabie: j MIN.CLEARANCE MIN.CLEARANCE. ANCHOR ANCHOR A41N TO MASONRY TO ADJACENT II 0 TYPE SIZE., EMBEDMENT: EDGE ANCHOR � I f 0 ITW4/14/17 z PC ® 114- ,-1/4., 2" 4" s nL N.T.S. ELCO a I..bTRP.CON- _ ,-. ....._--...-I CHK.BY: LFS 5 WOOD SCREW INSTALLATION NOTES: +� i DRAx4N0 No.: c 1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing of FL-15780.8 - wood screws to prevent the splitting of wood. SHEET S OF S �, 0.:\Clients\Soft-LRC Prnnanerit\A-Flond,l Product App,ovals\fL-15780 Double I lung\C-Dr,wings\FL-15780(2017)\FL-15780.6-8.&g'6 O O 0 VU Orn m � yE_j IpO N w n j m � 0 — = l n N —0.065" 2.87" 0.95" 0 O c'�- 1 c4 s y a r =i ` C o I-- --0.86"-- 0 1— E m o;— 1� J W O a_ —0.09" N A 2 \ D _JJL___y O 2n I b —0.065" __-1.05"— A I 1.44" 0.39" 0.32" N I a T0.64" A O y m ---r T p :?0.09" o cn I m 2 i I p 3 m - m � II n r o 0.27'--1 No.43409 g PRODUCT: Document, Prepared By:. HIATE OF . S,nhtrt SOFT-LITE wlNoows P.E. Nn F 43409 ICl ''•,7SS�QA 1\�NG` m •• r- L -1 PART OR ASSEMBLY: .�U�j��BUILDING CONSULTANTS, INC. 1 X N C061PONEWS J�'J/V P.O. Box 230, Valrico, FL 33595 IG' N NO DA?E BY Phan. No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 Ii5•P..OI7 R.W.BUILDING DOI-ULTL,li.INU. R:\Olents\Soft-Lite Poomment\A-Florida Product Approvals\FL-15780 Double Hung\C- D,awin9s\FL-15760(2017)\FL-15780.6.8.d vg,7 2.87" ^I l_L � � I D L" o El=II(�(I a = J V U n n y I T �-1 l— I 0 0 —1.21" —1.07'--1 o w �J s am W o o rtl Lir ii I 1 O 2.39" —1.21" —1.07"--I a m D o AA y F —0.84'_- —196" C No.43409 PRODUCT: 0...—otrr ProPared BY: •• UlAlhUt SOFT—LITE WINDOWS Lyndon F. Schmidt '���••••�OFitD1•.:'G, P.E. No. 43409 '/ss••••• ��, :z< //1jMAI�j1t� co r L -1 PART OR ASSEMBLY: �Q BUILDING CONSULTANTS, INC. I� 0 N V COMPONENTS J1'�P.O. Box 230, Vclrico, FL 33595 NO �QA7, BY Phonc No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 7j 2❑I')R.W.pull-n IN4 CO N3U�inrll5 Irr C. BILL OF MATERIALS REM# MATERIAL •••• _� rn Q: yLOn A 1X BUCK SG>=0.42 WOOD -2-' °.�-Z B 2X BUCK SG>=0.42 WOOD C 1/4"MAX.SHIM SPACE N':� z /O,u o m D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL � j•.• 'gym o E 301 OR HOLLOWOBLOCK CON ORMINGPSI MIN.CONCRETE OTO AOSTMIC ONG TO ACI CONCRETE ''�i,��«li I PTS` `` o n m z° F #8-15 X 2"TRUSS HEAD SMS(1-3/8"MIN.EMBEDMENT) STEEL o u N o G 1/4!'X 2-3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL r azo Z m07 c w H 1/4"X 2-1/4"HWH ELCO OR ITW CONCRETE SCREW STEEL \` m o K 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL m a a LL M #10 X 2-3/4"PPH WS(1-3/8•'MIN.EMBEDMENT) STEEL i 1 FRAME' PVC E a w 2 HEAD' PVC o 3y 3 WEEP HOLE COVER' PVC 4 SILL ADAPTER' PVC 5 TOP LIFT HANDLE' PVC " 6 KEEPER RAIL' PVC r 1 C) y 7 LOCK RAIL' PVC 8 PLAIN STILE' PVC 9 GLAZING BEAD' PVC ;` 5/8"GLASS BITE Dov,2403 SAS 10 BOTTOM LIFT RAIL' PVCI 11 REINFORCEMENT(6065-15 ALUM) ALUM. (— 7/8"'THICK ;• 1 <� o� 1/8"ANNEALED 12 REINFORCEMENT ALUM. ID oI� 13 REINFORCEMENT(6065-T5 ALUM) ALUM. ( — 0.090"SAFLEX PVB INTERLAYER <, c �I 14 HEAD POCKET INSERT' PVC 15 SLOPED INSERT' PVC 1/8"ANNEALED = 16 SLOPED SILL' PVC l I 20 .LOCK 21 LOCK KEEPER oo I i �\ AIR SPACE 24 TILT LATCH BLOCK y 1/8"ANNEALED OR TEMPERED GLASS* 25 TILT LATCH STEEL INTERCEPT SPACER 26 48 X 1"PFH TEK STEEL o 27 #6 X 1"PFH TEK STEEL `a G1 G[AZING DETAIL } 28 WEATHERSTRIP(187-270 TRI-FIN) -, 1._i } z 29 BULB SEAL I i. 30 BULBSEAL 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 CONFORSSING TO FBC SECTION 2411.3.3.1 I I I 33 BALANCER BRACKET 2.*TEMPERED GLASS IS REQUIRED FOR EXT RIOR GLASS GREATER THAN 30 FEET ABOVE GROUND. <i THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS POR'A'INDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN"HAMA CERTIFICATIONS PROGRAMS MS FOR RIGID PVC EXTRUSIONS". I I I ,�`z'I a i u 5 _ Dart: ¢�74/i7 GCALE N.T.S. DIG.3Y: JK CHK.?Y: LFS DHAWINC NO.: R r i FL-11 57f3`J.$ o SHEET 8 or $ V 17 15Florida building Code Online 1 t a 1 tt i !SCIS Home t-ag 1r• Use, Registration Hot"roplcs Submit Surcharge SLats&Facts Publications FBC Stafr SCIS Site Map Links Search F i]{( Itr `; f ( °}}}Product Approval t •,USER:Pubhc Uscr ,irt•1nn'ov !M.�u;>Application Detail x I FL N 71-11103-113 Application Type Revision Code Version 2017 $ Application Status L Approved Comments Archived ❑ I Product Manufacturer Custom Window Systems Inc. 1 Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34,174 ( (352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine skpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave ! Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc $ i Quality Assurance Representative Arturo Monteverde Address/Phone/Emall 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc Category Exterior Doors Subcategory < Sliding Exterior Door Assemblies 7 t Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Re Hardcopy v a r ❑ port opy Recel ed 1 Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE 1 ❑ Validation Checklist- Hardcopy Received Certificate of Independence _F!_1.1.103 R3_(OI EvalReport298C.pdf A Referenced Standard and Year(of Standard) standard AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1886-05 2005 hlqts://Iloridabuildinl;.org/pr/pr_app_dtl.asps?p;u:rm=wGEVXQwtDgttaGslp3GvutOCR[31:BPq%2fUemc022'I'XmED%2lilom\Ilg"LbLg%3d'%3d�1/3/?OlR 1:09:56 P�IJ Florida 13uildine Code Online ASTM E1990-05 2005 TAS 201./202/203 1.994 Equivalence of Product Standards t Certified By I Sections from the Code i Product Approval Method Method 1 Option D d Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending 1-I3C Approval 10/02/2017 Date Approved 12/12/2017 Su.mmary of Produrts a FL# _ Model, Number or Name Description " \\ ' j j 1.1103.1 1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. Limits of Use Installation Instructions > Approved for use in HVHZ: Yes 1 FL.1.11.03 R3 II CWS-298C.pdf Approved for use outside HVHZ: Yes I Verified 6y: Lucas A.Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports tl ! Other: Large Missile, DP = +/ 60 psf, Max. panel size 4' x 8'. FI]1.103 R3 AE EvalReport298C.pdf !{ i Config. include OXXO, OXO, OX, X0. Glass complies to ASTM Created by Independent Third Party: Yes a E1300-04. E ER S�Onia4LUs_; 2601 Bla1LStone Road "fa11a1i-ts5ec FL 32399 Phone•850-487-1824 4 tt The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibi lite Statement::JRefund Statement i F I 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 1 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 t 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 5 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., " 'E please click here. Product Approval Accepts: Credit Card `I Safe ,., Mei , !asps://floridabuilding.org/pdpr_app dU.:r.;ps?p:u':un-=wGG\•'\Qn11)quaGslp3GvutOCR131:11Pq'Sv2fDcntc027.'I'XmEO'%7.filouu\1[g'LbLI.".f3d`%3dl 1/;/2015 1:09:56 P�-0J URN�T1239 .labara Ave. ER E North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 '. CONSULTING, INC. FBPE C.O.A. 1/29779 Evaluation Report 298C A�u-gusttr-288,,�-2.017 Product Description: Series 8900 PVC Sliding Glass Door, I_,M tnlpact, 4'x8' nominal panel size max. 1NLlnufaetlll•Cl•: Custom Window Systems, Inc. 1900 SW 44`i'Ave, Ocala, FL 34474 rStatement of Compliance: "['his report evaluates the above-listed product per the requirements of FAJ6"'Product Approval Rule Chapter 61(320-3.005 (4). This product complies with the requirements of the Edition(2017) Florida Building Code including the High Velocity Hurricane%one. The product testin standards performed are outlined below. Technical Doeun►entation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave.,North Port, FL 2) Approval drawing CWS-298C, signed and scaled by Lucas A. Turner, P.E. 3) "Gest Reports NC"TL-210-3956-1 and -I A, Prom National Certified"Testing Laboratories, Orlando, FL signed and scaled by Gerard .1. Ferrara, 11.I . a. 'besting Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/LS.2/A440- 2008, and ASTM L 1886/1996 2005 4) Supplemental Calcs. to Support CWS-298C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-298C. Limitations of Use: This product: e May be used in up to 48 7/8"x 93 1/2" panel sizes (96" max. door height), with glass types and nlax. glass daylight Sizes as Shown in CWS-2980 ~� 6 Achieves design pressures of-11-60 psf J o Is Large Missile Impact Resistant and does not require the use of shutters O May be used in the High Velocity I furricane/-one c Requires Kuraray (I)Lipont) SentryGlas Interlayer per Miami-Dade NOA 1/14-0916.11` ) Requires Quanex (Mikron) white rigid PVC framing per NOA 1017-0206.10 1 have evaluated the materials in these NOAs and find that they comply with the requirements ol'the 6"'Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial Interest in CUStolll Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. `4��TIITJff Jl�f E t.3r- �� 8/28/2017 �. ;0 Lucas A. Turner, P.E. s .: •� FL PE 115 820 1 GENERAL NOTES: SLIDING GLASS DOOR - IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND 1PtiNi?O!b SYS'tEi�iS J IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE. HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474 1 191 1/8" www.cws.cc n1AX UNIT VVIDTH - �, tPANEL 48 718' 2.GLAZING DETAIL:(SEE SHEET 2) MAX __'—___ --------- ,._..--.---Z------ WIDTH A _ 3.APPROVED CONFIGURATIONS:"OXXO',"OXO","XO',"OX" ""] 8900 PVC 4.DESIGN PRESSURES: SLIDING GLASS 41 31a -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS GLAss , DOOR-IMPACT 96 __DLO \_\,� I TABLES ASTM E-1300-04e01/09. UMAXNIT - -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER HEIGHT INFILTRATION TEST PRESSURE,AND GLASS TABLES z Q ASTM E-1300-04e01/09. ~ -w 0 N w O o QFC) 931/2" 86 3/8"O X O w Z O z F Z tw- �., 5.ANCHORAGE:THE 33 t/3io STRESS INCREASE HAS NOT BEEN USED IN THE MAX B GLASS B o Q co }O�s m PANEL DLO DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL U- I-w Z F 3:g= HEIGHT WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Z Z 2 2 Q 0�w O O B CALCULATIONS. O O O U(L a- cam` 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT Q O Z U En Z D U `� REQUIRED. } 4 W O �O z — v\ O 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY H �0� +_AA WELDED. w 0,�U)�rnowxw 8.SERIES/MODEL DESIGNATION:SGD-8900. a O��F w ..__....._..._ p w�0 az,} .. .. _ ._....._..._... 146 13/16^ �L gg• d F n- �?d MAX UNIT WIDTH r MAX UNIT WIDTH j 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 48_ X=OPERABLE SASH,O=FIXED SASH. \ as Are" y 9 nsAx n1AX I PANEL WIDTH I 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. PANEL WIDTH �G?•:•y�CEI'"�•_'1'�: 11.EXTERNAL WEEP SLOT=1/4 x 1"LOCATED 4"FROM BOTH ENDS. '`' Ne 5827 i qj ••�. 41 314" GLAS�� GLASS 96 _ _ jl' _ _�: MA:: IIIII ,!.I tlkJ 'tI SOT ,STATE CF UNIT til it t ci CV HEIGHT P.t••.� .•`�• 93 �,... V I 93 1/2'. -- - 1.1 86 3;8" O n 0 I MAX D GLASS I \, D I MAX E O XE PANEL DLO PANEL I'd HEIGHT HEIGHT 86 3/8" GLASS 0 p �� DLO 9122/2017 1 t t LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPT;ON: GENERAL NOTES AND TABLE OF CONTENTS MAX. PANEL DESIGN PRESSURE ELEVATIONS LCONFIG. MAX. UNIT SIZE SIZE RATING IMPACT RATING DRAWN 6Y: DATE: GENERAL NOTES&ELEVATIONS.....................1 -------" ADE 06/03/08 SECTION VIE';VS OXXO&GLAZING DETAIL..---2 °1. XO 96"x 96" __L I_._____.._---�T_—____--_— _...___.___._,_ _ I— �".. UV/G=: REV.: SECTION VIEWS OXO&x0...............................3 -��� EXTRUSIONS&B.O.Nl.........................................4 OXO 145-13/16"x 96"'.48-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT ` cwS-298 c ANCHOR SCHEDULE&NOTES............................5 ---...___-_.._...._._...__-._..___.-._.-.._______..._.__.-�-_-. ., J SCALE: INSTALLATION DETAILS....................................6 OXXO 19 1-1/8"x 96" —— - ---_-.__l SHEET { -- -- -- -- ---- — --- — — ------ 1:33.33 1 OF 6-- YJIt0ow SYSTEMS /T 25 i8 26 24 7 X23 21 22 20 28 16 33 1500 SW 44TH AVE. ❑' m T OCALA,FLORIDA 34474 www.cws.cc 8900 PVC ❑ � J �� I ❑ SLIDING GLASS 0o a r _� a o0 DOOR-IMPACT �ao o.nZ=�Q�}'�2 1 O OF-OUQWO� U U 4 tO 12 33 6 4 .0 2 9 ..-�(-Yr...�„r.ti,. 1 O Z 6 w'Z Z F~-D w C4 - Q O Z U�Z Z U U SECTIONS-B -r } Q��wOmo 7i 1"OVERALL ^, LU of O U)W w 0O 4JL O W rO-O 1,/ _I-I�gOO�p❑ �. 3/16"TEMPERED �f � W F-Oa, W 2"� 6 ( 3/8"AIRSPACE �l d H 12 �,� 4; \'J - -1�1 ✓ 7/t6'LAMINATED GLASS -�4 `��,t'\Ni%RE1'J p✓1 r 3;16-ANNEALED GLASS ^i �,�•;V\�-,FF1 Si�G"}� LLL.IV �,II 23 I'Q�—' i .090 SENTRY GLASS IONCPLAST INTERLAYEP, 9 -� -3/16"ANNEALED GLASS El - 20 PAIR OF ANCHORS AT EACH CLIP. -- Il 1 9 {:II 13 ❑ --(�SEE SHT 6 FOR SPACING r j ;9' ST OF L= 1 ��' ✓�� ;U {; it 33 � + OUANEX DURASEAL /" - _ PURFECT GLAZE IG SPACER \ is '1 lsrl �Q tJ- I\` � i^� { SIKAFLEX 552 1 ' C� II Qo .~ >� I 13116"GLASS BITE ) � t 9/22/2017 —! 1 (" 1j SECTION C-C _ - — LUCAS A.TURNER,P.E. If, II�� FIXED PANEL ATTACHMENT j/ FL PE#58201 1239.)ABA AVE. (( 1 1 y �+ INORTH PORT,FL 34288 -.J a PH.941-380-1574 NOTE: - INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE Sti[E:�UFSCRI?TIO' 'WATER INFILTRATION RESISTANCE IS NOT REQUIRED. l ) SECTION VIEWS-OXXO 9y _J f A� ND GLAZING DETAIL '. i ADE 06/03108 33 l CWS-298 REV.: C SETTING BLOCKS PER FBC 2411.3.3.11 scALe: SHEET— ` 1:2.63 2.OF 6 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 33 16 2Q6 20 2 1 3 13 0 a 26 18 25 I— m —❑ 8900 PVC SLIDING GLASS ❑❑ DOOR-IMPACT 00 a z ¢z� OW�O <t— O W ZOZ z = F O Q 0�>-0 O x m W�Q15, 0 0�o a=F f�1 aQo o O 0wF-Z p,F0n- o Qa �o a1J Z 0 z U(/i �U— 35 34 1° ,24 6 L� 12 q Q ct�}~J~OZ O 9�cn Q 0 W — LL x O J(n (o SECTION D-D a z=a c-O-m WF 0EL 2: cr W?: w n 4r5) 16 26 13 24 Q-7 `33 23 2p T ATOF,' . v E c3 ��Li 9/22/2017 LUCAS A.TURNER.,P.E. FL PE#58201 ! � 1239 JABARA AVE. l.?) �� 13o s3 J lI NORTH PORT,FL 34288 PH.94 i-380-1574 SECTION E-E SHEET DESCRriiOrr— SECTION VIEWS-OXO AND XOIOX oaAraN er: rnrc:—_ NOTES; AIDE ___ 06/03/08 1.ITEMS NOT SHOWN FOR CLARII"Y:10,26-32 Oram: REV VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 C SCALE: SHEET — — — -- — -------- — --- -----—-- 1:2.63 3 OF 6 PARTS LIST -� ---.....-----...... —. .__.._—... ITEM PART NO.DESCRIPTION VENDOR MATERIAL 515116" -{ FRAME CONSTRUCTION Q//J m 1 H-6042 FRAME,MAIN,SGD MIKRON PVC 5!8 I-- NN'•�+'��� 2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC �O Q Z'J �Vs9F•JD03dSY5TEiW5 3 S-1722 SUPPORT BLOCK,FIX`D,SGD KEYMARK ALUM o 24 1900 SW 44TH AVE. 4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 1 718 (� r} 2 11/16" OCALA,FLORIDA 34474 U LLJJ -1/8" —116" WWW.CWS.CC 5 H-6059 PANEL SIDE RAIL,SGD MIKRON PVC o 0 0 6 H-6033 PANEL,INTERLOCK,FIXED MIKRON PVC _._do=mrn ❑�� 7 H-6060 PANEL,INTERLOCK,OPERABLE MIKRON PVC PVC OUTER FRAME-6042 REINF.-1993 8900 PVC 8 H-6061 INTERLOCK,SNAP-ON MIKRON PVC 9 H-6043 ASTRAGAL,SGD, MIKRON PVC SLIDING GLASS 1 7.8_ 10 P-3142 ROLLER,TANDEM SULLIVAN STEEL —1 718" FRAME CORNERS DOOR-IMPACT 11 P-3342 SEAM SEALER,SM-5504 SCHNEE ---y r 1✓+e SCREWED TOGETHER 1.10 12 P-3039 SET.BLOCK,85 DUR.1/8"X7/8"X2" FRANK LOWE RUBBER 4 13 P-3438 SIKAFLEX552 OR PURFECT GLAZE"H" SIKA/HENKEL 1 , I VENT CONSTRUCTION Q z z 14 P-3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB 7 5 I z p ¢ Z ow 15 P-3539 #8 X314"QUAD PHILIPS,TEK FASTENAL ZJNC I w z O z 0'1=-r 16 P-3557 #10 x 2,HEXHEAD,TEK FASTENAL ZINC ❑ O ¢Uj Z O a 2 m 3„I76' 3 J76' 3 9!16" ++- H- Z F-?:2_ 17 P-3752 CAP PLUG,1/2"HOLE M&M NYLON 118" O O I'_O a Q w 0 0 18 P-3767 #10 X 1"HEXWASHER HEAD,TEK FASTENAL ZJNC U U Co F-Z a F(a 19 P-3789 LOCK&HANDLE KIT,PVC,SGD AMESBURY STEEL -1`8" El 1/8" \ Z � Z U 20 P-3792 3/4"KEEPER AMESBURY SS (( } Q O w O O z 21 P-3793 MORTISE LOCK I HS&D SS L L E , I a r-I- 22 P-4136 910 x 2,PAN HEAD PHIL.SVS FASTENAL STEEL ( ¢ a'�}U)U O on PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED I- O o~}D�- 23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM I 1:10 -- w u U)W co 0uj w 24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM L a Z=a of O 25 P-4295 FIXED PANEL CLIP I KEYMARK ALUM ct! _~a w 3:w u1 26 S-1597 COVER,FIXED PANEL CLI? I KEYMARK ALUM 11/16" 1— a a a 21/16" 27 S-1930 PANEL TRACK,ALUMINUM.SGD,SILL KEYMARK ALUM I I 2" 28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM T� �—1 5/8"_ 29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM d •25 ?��'_'�GE.:'S.'�•.'P� 30 S-6037 GLAZING BEAD 1.00",SGD MIKRON PVC •'.i^L- 31 S-604 TRACK,SCREEN,SGD MIKRON PVC 2 13/1 s" N. 5S2.51 32 S-6046 SUPPORT WELD,SGC MIKRON PVC 33!16" --1116' 31116" 25!8" 11 '16" ' - 33 GLASS(SEE SHEET 2) STATF OF . 01' 34 H-60nn SCREEN CHANNEL I MIKRON PVC i - —V8" _. .VIG, ;,,c,. P ?� 35 S-6045 SCREEEN ADAPTOR MIKRON PVCCRt t I J-- T i %'�• t ILJI 1 �S . ;-•�G�. 36 P-4278 WSTP.,0.2"X1.25"DUST PLUG I ULTRAFAB +.,,,+ONAt- 37 U 37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM ' qmT+11 38 P-4366 WSTP.,1'X7.1"X0.7"OUST?LUG ULTRAFAB PVC INTERLOCK SNAP-6061 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.-1775 HIGHRISE-1737 39 P-3302 WSTP.,0.330"X0.187"BACK FIN I ULTRAFAB 2 11176----j 2" 40 P-4479 WEEP HOLE COVER SULLIVAN PVC -2118"-- 314 j..T._.... r I I '�7 T-7 ilt6" 32 3 3/8" --I 1 318" 2.7 I /22/2017 �_f sib" 1!2'� 36 �— 13/16" 1 3!4" — —— p lits" i JJ 1 8 31' v15" ROLLER TRACK-'930 j 1/16" - — — — ILC S A. #NEE,P.E. 58201 PVC SCREEN ADAPTOR-6045 SILL THRESH COVER-1764 L 1239 JABARA AVE. NORTH PORT,FL 34288 PVC WELD SUPPORT-6046 P H.941-380-1574 718'�-1 �--.2 1115" !_.—_ .... -1s-..___.....I 1 —. SHEET DE S-RIPTION: 5 1/16"�� DO 4'318• I I 11Ifl _ 7!tu'- 34 r, 2 1 1'6S, BOM AND EXTRUSIONS 114" 6"s" l 37 IpR,1VfN 6Y: UATE' 1_ —Z� —ve- i_fff���fff��� —,;._v1s• ADE 06/03!08 PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 FIXED PNL SUPPORT-1722 Dev,e Rev.: L PVC SCREEN TRACK-6041 ooL�o,oCWS-298 C 1.— NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037 c;.Ee-- PVC ASTRAGAL-6043 REINF.-176 SHEET 1:2 4OF6 1- � �rT g•(TYP) 6"MAX. 2_MAX O.C. --_y. h (TYP) - I (" )-�T-.'-�-_4.,(TYP) I �/`lINDQ SYSTEMS(TYP) _(' (Y I 1900 SW 44TH AVE. --- _ OCALA,FLORIDA 34474 (r(( WWW.CWS.CC 6"MAX.J J� (TYP) 18'P.AAX.O.C. 1- 8900 PVC (TYP) ' SLIDING GLASS DOOR-IMPACT i 1 a z azo (1J z O z 1, I O �W�Z0�2m z zx2Qorw0O O ONO(jCL 0 z �zZF--D� z OOUui O— I Q } C502?07 z vi z_wW OJu1f- I � a O wH0 ul If,I a F a w3: Ne 5S2D' ~v I I I �•: STATE OF _�L•'- ANCHOR LAYOUT F•�.�O R 1 n' G�� yNOTES.. v-v_....,,..,�..�...`.-. �'SS�0NAA-tr- 1.!NST ALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. � 2.SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1;4". USE SHiF.9S WHERE SPACE GREATER THAN 1/16"IS PRESEM. LOAD BEARING SHIMS SHALL ; BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.bVOOD SHINIS ARE NOT ALLOWED. .y 1 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. ,?. _r•_.- »'� } ^_�_ �' "-'I ;, h �3 �_* A. :. J A_>.:.. ._ . "-..;. A_r..�i_�_._ �. i,\,.'._._:.. :_.; 9/22/2017 14 .ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED L?!ITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE LUCAS A.TURNER,F.E ! PRC ECTED TO PREVENT REACTION. FL PE#58201 5.!PIS T AL.LATIQN ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR i lAiNUFACTURER'S INSTALLATION IN1STRUCTIONS,AND ANCHORS SHALL.NOT BE USED IN SUBSTRATES',,',]ITT!STRENGTHS LESS THAN THE MINIMUM1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 6 NORTH PORT,FL 3-1288 PH.941-380-15714 6.ANCiiOR Et.IBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSGJG OR STUCCO. FOR CONCRETE/CMU OPENINGS,EM.BEDI IFN F SHALL BE BEYOND%,VOOD BUCKS,IF USED,INTO SUBSTRATE INSTALLATIONS SHEET DESCRIPTION: ----- TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND NOTES 7.A MINEMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BE PWEEN ALL FASTENERS: 2"FOR MASONRY,1"FOR`.WOOD AND METAL. DRAWN 3Y DATE:___I �UATE-: 3.'1"000 OR 6AASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE_ ! 06/03/08 SUBSTRATES SHALL MEET THE(MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET G. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DW(3 ---HEV.: ---- 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-296 C FMPJAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMAIWDMA 250(BOX WINDOWS),FMA/AAMAM✓DMA 300(EXTERIOR DOORS). SCALE: SHEET 1:20 5 OF 6 ........—----- TYPICAL HEAD ANCHORAGE 1-111- 27/16"MIN.— MIN.EDGE Dls*r. SEE TABLE 1 114-MAX. —MIN.EMBEDMENT 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 WWW.CwS.Cc SUBSTRATE BY OTHERS MIN.EMBEDMENT SEE TABLE 1 SEE TABLE 1 8900 PVC PERIMETER SEALANT L_J 6tJ: L_JUIZ BY INSTALLER DOOR-IMPACT INSIDE AND OUT 1/4'MAX.SHIM SLIDING GLASS 27116 MIN. < <z zoWo < co,U,0 '- w z O z mt—� INSTALLATION ANCHOR 0 :�U)�j>-0 of 3;E SEE TABLE 1 LL -W Z�-Z_::Em MIN.EDGE DIST. Z Z 7 2F<0-1 L�0 0 0 0 0 L5< oe SEE TABLE 1 0 U F U Z SEALANT BETWEEN 0 z Z S RISER AND FRAMIE (ttII \ a ILL z 0 ui�; BYINSTALLER < fm L':E U 0 0 -T 0:z >- < 0 w- PERIMETER SEALANT BY INSTALLER �r �< F- INSIDE AND OUT < PERIMETER SEALANT 1- ;5 s:F- BYINSTALLER Ear;;in SUBSTRATE BY OTHER LL U)a:co U)Lu SEE TABLE 1 z w 0-co INSIDE AND OUT CL - L� m 0�� DO NOT COVER 0 Lu 0 CL x: > ON L" :: 0: ui R:Lu WEEP HOLES /`B_'� HORIZONTAL.-S.ECTIIr TYPICAL JAMB ANCHORAGE Y­�- E: F- o- MIN.EMBEDMENT SEE TABLE I SUBSTRATE BY OTHERS SEE TABLE 1 ..... INSTALLATION ANCHOR SEE TABLE I ..... TWO ANCHORS PER 2 116" tY FIXED CLIP THROUGH z N. 5S201, SEALANT UNDER SCREW _NlIN.EDGE DIST. PRE-DRILLED HOLES �'HEAD BY INSTALLER MIN. SEE TABLE 1 114 MAX.SHIM rA VERTICAL SECTION I z9••. ST.',TE OF TYPICAL SILL ANCHORAGE J --- FIXED PANEL -'44/ MIN.EMBED'E14TH 1L SEE TABLE ONA. TABLE 1:APPROVED INSTALLATION FASTENERS FIXED PANEL SEE TABLE i SUBSTRATE TYPE ANCHOR TYPE. MIPJ.:_EPABEDNlENT MIN.EDGE DIST. 12" EDGE DIST. CONCRETE(2.0 KSI MIN.) 3/16"MW TAPCON 3" CONCRETE(2.85 KSI MIN.) 3/1,6"ELCO ULTRACON 1. -FILLED CMU(117 •PCF NIIIJ.) 3!16"IlVV TAPCON 1" 3" 9122/2.017 HOLLOW OR GROUT HOLLOW OR GROUT-FILLED Cr-.,U(ASTM C-90) 311,16"ELCO ULTRACON 1-1/4" 2-11!2" MAX.O.C. , __!jCPS A.TURNER,P.E. 2X MIN.SOUTHERN PINE(G=0.55) 3/16"I-PW TAPCON 1-3/8" l' FL PE#58201 2X MIN.SOUTHERN PINE(G=0.55) 4110 V,'OOD SCREW V, 1239JABARA AVE. NORTH PORT,FL 34288 16 GAUGE(0.060")MIN.STEEL STUD 410-16 HIL-il KWIK-FLEX OR ITN FULL THREAD FIXED PANEL CLIP (33 KSI YIELD VIN) SELF-DRILLING SCREW 7/16 PH.941-380-157.1 )'CLIP ANCHORS MUST THRU O.C,'60" " BE LOCATED A MINIMUM 116"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING I FULL THREAD DISTANCE OF 3"AWAY El 118-STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7116" �FG�l ANY MAIN FRAME GENERAL NOTES AND ANCHOR. ELEVATIONS FIXED PANEL CLIP ANCHORS INTO: CONCRETE(2-0 KSI MINA OR 3116"170J TAPCON 3" �'NSTALLATICNIL Br. DAT HOLLOW OR GROUT-FILLED CMU(117 PCF MIN ANCHOR(TYP) AIDE 06/03/08 C HORIZONTAL SECTION FIXED PANEL CLIP ANCHORS INTO: FIXED PAN EL CLIP DETAIL FIXED PANEL ANCI IORAGE CONCRETE(2.85 KSI MIN.)OR 3/16"ELCO ULTRA 2-1/2- ,HOLLOW OR GROUT-FILLED CMU(ASTM C-90) CWS-298 c NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN,EDGE DISTANCE LISTED IN TABLE 1. 1:2.67 '1 6 OF 6 M IAM I-RADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NZKCF EPTANCE OA www.miamidade.gov/economy Lawson In ustries,Inc, 8501 NW 90 Street Medley,FL 33166 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 I e i cludin the Hi h Vel ci urrica e o e.- SCRII'TION: Clip ed Extruded Aluminum Tu��w /%][I an w o to 1 ei fo ce e t—L PRO DO :Drawing No.LAW-M "Aluminum Tube Mullions"sheets 1 through 10 of 10,dated 04/27/10,with revision E dated 05/14/18,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 Acceptance number and expiration date by the Miami-Dade County Product Control Section. ISSILE IMPACT RATING• Large and Small Missile Impact Resistant 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 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 and renews NOA No. 17-1212.24 and consists of this page 1 and evidence pages E-1, E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 18-0529.03 rnAMi•�aoecouNnr Expiration Date: May 30,2023 �1�1►g Approval Date: June 14,2018 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 02-0501.05 and 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 D dated 11/21/17,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) Manuel Perez, Product Control Exa ine NOA No. 18-0 Expiration Date: May 30,2023 Approval Date: June 14,2018 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. 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. 95-1212.09) 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 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 6th Edition (2017), and of no financial interest, dated November 17,2017,issued, signed and sealed by Thomas J. Sotos,P.E. 2. 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) 3. 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) Manuel P ,P.E. Product Control xa iner NOA No. i529.03 Expiration Date: May 30,2023 Approval Date: June-14,2018 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Reports No.: FTL-3619,FTL-3620, FTL-3621, FTL-3622, FTL-3623,FTL-3624, FTL-3625, FTL-3626,FTL-3627, all dated 11/27/02, issued by Fenestration Testing Laboratory, Inc., and signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0128.06) 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. 17-0222.13 issued to Lawson Industries,Inc. for their Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement— L.M.I.", approved on 04/13/17 and expiring on 05/30/18. 2. One year approval, subjected to successful verification test. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions", sheets 1 through 10 of 10,dated 04/27/10,with revision E dated 05/14/18,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of 108-1/2" span aluminum 2"x 4"tube mullion with no reinforcement,prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6036, dated 05/04/18, signed and sealed by Rafael E. Droz-Seda, P.E. 2. 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 108-1/2" span aluminum 2"x 4"tube mullions with no reinforcement,prepared by Hurricane Engineering& Testing,Inc.,Test Report No. HETI-18-6037, dated 05/04/18, signed and sealed by Rafael E. Droz-Seda,P.E. Manuel Pere Product Control E mine NOA No. 18- 9. Expiration Date: May 30,2023 Approval Date: June 14,2018 E-3 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. 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" horizontal span and 74"vertical span, 2"x 6" aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-18-6038, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E. 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 120"horizontal span and 74"vertical span,2"x 6" aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-18-6040, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017),prepared by manufacturer, dated 05/24/18, signed and sealed by Thomas J. Sotos, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 17-1212.24 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement— L.M.I.", approved on 02/01/18 and expiring on 05/30/18. Manuel erezVrn' n Product Control Er NOA No. 183 Expiration Date: May3 Approval Date: June 14,2018 E-4 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE Ih " ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. GLAZING HORIZONTAL MULLION o 0 PRODUCT 3 RECTANGULAR ALUMINUM TUBE MULLIONS e USING MULLION PROPERTIES ONLY 00 ANCHOR/CLIP HORIZONTAL MULLION IE- pc LAZING 3ca+ NGENERAL NOTES: e F o¢ C V Q 2 u 3 N 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3 y REQUIREMENTS OF THE FLORIDA BUILDING CODE(2014-5th Edition& 2017-6th ¢ + r Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). z w o C W " VERTICAL VERTICAL II 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE w= Z z o MULLION MULLION 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD, WATER oo z m INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. ] c I� II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, .7 z O Z F- N INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. a GLAZING GLAZING GLAZING -¢ GLAZING 3 w N PRODUCT PRODUCT PRODUCT j N PRODUCT 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER V 2 = LOADS TO THE STRUCTURE. Q F r4 6 5.ANCHORS SHALL BE AS LISTED, SPACED AS.SHOWN ON DETAILS,ANCHORS F U EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. U z z ANCHOR/CLIP--) 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS j z C ARE NOT PART OF THIS APPROVAL. m a g t LA 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF y -o WOOD ANCHORS ONLY. B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, dl H W1 W2 �W3 THAT COME INTO CONTACT WITH OTHER'DISSIMILAR MATERIALS SHALL MEET aj j ¢ MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4. [r y WIDTH (1N) = Wl + W2 + W3 MULLION & CLIP NOTES: Q 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. ANCHOR/CLIP ANCHOR/CLIP ' REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS F HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET' R a� _ 4 OF 10 FOR DETAILS AND NOTES. GLAZING ' REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS w VERTICAL PRODUCT 3 t MULLION 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. 4 n e + N • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS m a r N $ z O I a i s o z GLAZING GLAZING ¢ a d LLAN PRODUCT a GAZING GLAZING g¢ m-5 PRODUCT PRODUCT � tiE c o3oz E VERTICAL E z.� MULLION x @ ANCHOR/CLIP \,\\Nll llpfff'f W7 W2 W1 `-`- I W2 :(��• U. O��€' rte• W MULLION SPAN °1L1 aJ a I PRODUCT REVISED N �:5- { as m nplying with the Florida aria:O p WIDTH (W) = W 2 W2 WIDTH (W) = W1 Z W2 Building WIDTHp ?_ Erni IM3 P E I TYPICAL MULLION ARRANGEMENTS Mi D. ,y ••• By \ ffffff iGiB \\ r- O I I t -1.690- _T .690 .125 07 .062 L500 _ tr062 .156 TVP. h o 450U M R W 3.000 Ofi2 H: � `•T E^ 1.405 4.000 ].732 .C-_- w o U Z o a.000 .SIS �_ 3.000 3.062 3.000 .I15 yy 4 M R C 2 X 4 TYPICAL 2.000 7.732 2.Ob2 E12.D00 Z � C/1 a 2 ( SSTTO. TUBE WINDOW FRAME �I[( o II Z q O V MULLION L4Jj L2 0 2X MULLION CLIP �" r- .02M 4 .188r �1.000� .156 102 1.000 .i56 070 j * u] 6063-T6 t. �• 1 II-� ,,{ 6.OD0 tA62 1.108 i--1A62 t.t88 F+-1.062'^•1 Z z f NOTCH 'L' \ 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 a a �•L• OPTIONAL STD. TUBE •.t CUSTOM MULLION CUSTOM MULLION CUSTOM MULttON CUSTOM M i ION CUSTOM MULLION ,s m M LIO 6063-t6 6063-T6 6063-T6 6063-T6 6063-T6 R E-• Ixx: 2.070 ina. Ixx: 1.000 ina. Ixx: 0.950 in. Ixx: 0.370 Ind. Ixx: 0.330 in U F In Sxx: 1.035 ina Sxx: 0.667 ina Sxx: 0.633 in' Sxx: 0.370 ink Sxx: 0.330 ink 'z j 2 v t p o 2.000 M 5 (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME (FLANGE FRAME) 6+ EY15Ei3 O. d . c, I STANDARD TUBULAR SHAPES � � a + TYP.WALL .125'ALL 13 e 4 P C*,I with the (',� Q ca li ALLOY 606J-T6 j-1.000 O��ng Oo�ie � )w q AttL taace Nb 1 1 .750 I TYPICAL Ex,^+i Lion Dale N ? < W GLAZING PRODUCT .124 I-LODO+{ BY V 4 I •125Mi0m Prodlxt IA00 1 1000 .� 2.000 .125 2250 � .125 \1 4.000 F+ 9 i 6.000 3.100 .125 2.001 3 c 4.500 a m aDDO 1X MULLION CLIP 2.001 3.000 4.000 ca 6063-T6 1 X 4 1 X 3 1 X 2 y = MULLIONS CONTAINING STD. TUBE MULLION STD TUBE MULLION STD TUBE MU ION 6063-T6 6063-T6 6063-T6 5 a 'L• TYPICAL GLAZING PRODUCTS NOtCH '( 2 X 6 2 X 4 4 4 Ixx: D.330 ina Y " m u 'o OPTIONAL HORIZONTAL OR VERTICAL Ixx: 2.070 in. Izx: 0.950 in. « LL STD. TUBE MULLION �7D. TUBE MULLION Sxx: 1.035 ina Sxx: 0.633 ina Sxx: 0.330 ina w i o N c SEE WINDOW OR DOOR APPROVAL FOR 6063-T6 6063-T6 w u o :IE z 1d FASTENERS SIZES AND SPACING �.Oe„ .. & v o lxx: $.2$0 in� Ixx: 2.9$0 int 0 _z � � a 9 Sxx: 2.760 ina Sxx: 1.490 ina o E " a � -- RECTANGULAR ALUMINUM TUB MULLIONS CLIP LENGTH & a L151NG MULLION PROPERTIES ONLY 14 MULL ^y.A INSTRUCTIONS: ttttlrtlflftr USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOE? LARGE MISSILE IMPACT I X 2 1.68$' u� o°a�. .....,. f✓ AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. 1 X 3 2.688' '�-E- COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. •,a�'0,c., STEP USE APPROVED GLAZING PRODUCTS MEEtING ABOVE LOAD aFim 3 N NOTCH 01 2 X 4 3.688' " REOUIREMENTS. c OPTIONAL. 7 p USE CONNECTION TO MULUON AS PER PRODUCT g ik3 •'�' 2 X 4 3.688' •-E--- AnPROVAL. NOTES -:: + „y ,n . .125 MIN. 2 X 6 5.688' STEP a SPECIFY MAXIMUM SHIM SPACING. t. REFER TO THE GENERAL NOTES ON SHEET a �- 2.010 CHARTS ON SHEET 3 OF 10 SELECT MULUON SIZE 1 OF 10 FOR THE. CODE COMPLIANCE. :g- USING I. ALL CLIPS AND ANGLES ARE TO FST STEP 5 vnm DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR SNUG INTO TUBE MULLIONS, IN STEP I ABDVE. HORIZONTALLY. a 1 ANGLE.CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS •1'••� I INTO TUBE MULLIONS. SEE OPTIONAL STEP 6 ON SHEET 9•SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET I Of 10 FOR TYPICAL MULLION '"�� w �--2000 I 6D63-T6 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED 1N STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. Q TUBE MULLIONS TUBE MULLIONS F TUBE MULLIONS X4 �2 IX3 MULL SPAN 1X2 ll:� X6 MULL SPAN lX2 2XIG �2 I X 3 _jX4 2X4 2XG Width w MULL SPAN IX2 IX4 2X4 0 z 18 -=0 �-1 25-0 250 18 28.3 81.5 125.0 125.0 125.0 19.3 42.1 60.5 125.0 24 #2&3 125.0 125.0 125.0 125.0 125.0 24 21 61,1 133.2 125.0 125.0 24 - 31.5 45.4 126.2 123.0 -125.0 17.0 -i6-3 100.9 125.0 J2�5-0 125.0 30 ,I. - --�25-0 25.0 30 25.2 30 #4&5 48.9 106.5 z e'�36 #6&7 102.5 125.0 125.01, 125.0 125.0 36 40.7 88.8 127.8 125.0 36 21.0 30.3 84.1 42 87.9 125.0 125.0 125-0 125.0 42 34.9 76.1 109.5 125.0 R42 18.0 25.9 72.1 .0 48 15.8 -4 76.9 125.0 125.0 125.0 125.0 74-1/4" 30.6 6116 95.8 125,0 120' 22.7 63.1 1 0 Fx- z 8 48 -- .300 64 68.3 137.6 125.0 125.0 125.0 64 27.2 59.2 85.2 125.0 54 20.2 56.1 o "c 60 61.5 123.9 125.0 125.0 125.0 60 24.4 53.3 76.7 144.2 60 18.2 50.5 3i ca 66 55.9 112.6 125.0 125.0 126.0 66 22.2 48.4 69.7 131,1 66 16.5 45.9 �5 d z 72 513 103.2 125.0 125,0 125,0 72 20.4 44.4 63.9 1202 1 72 15.1 42.1 o 78 47.3 95.3 125.0 125.0 125.0 78 18.8 41.0 59.0 110,9 78 - 38.8 m af4 2 18 893 125.0 125.0 125.0 125.0 18 56.3 m.6 125,0 125.0 18 31.6 45.5 126.4 Cnisn 24 67.0 125.0 125.0 125.0 125.0 24 422 9zo 132.4_ 125.0 24 23.7 341 948 j 30 53.6 1423 125-0 125.0 125.0 30 33.8 73.6 105.9 125.0 30 19.0 27 r4 �i.� 36 44.6 118.6 125.0 125.0 125.0 36 28.1 61.3 88.3 125.0 36 15.8 22.7 63.2 E- 42 38.3 101.7 125.0 125.0 125.0 42 24.1 52.6 75.7 125,0 42 - 19.5 54.2 to 60-5181, 33.5 89.0 145.4 125.0 125.0 48 w -17.1 47.4 rA 48 21.1 46,0 1 66.2 140�8 48 132" 64 29,8 79.1 129.2 126.0 125.0 64 18.8 40.9. 58.8 125.2 64 15.2 42,1 Q z fn 60 26.8 71.2 116.3. 125.0 125.0 60 16.9 36.8 53.0 112.7 00 37.9 z 0 61, 24.4 64.7 105.7 125.0 125.0 6�6 15.3 33.4 48,1 502.4 66 34.5 G 72HIE8 22.3 59.3 96.9 139.5 125.0 72 30.7 -444.1 93.9 72 31.6 78 ----- N 20.6 54.7 89.5 128.8 125.0 78 28.3 0.7 R6.7 78 29.2 C4 18 62.6 125.0 125.0 125.0 125.0 18 - 37.7 82.1 118.3 1125.1) 18 24.3 36.0 97.4 CO m 24 46.9 135.1 125.0 125.0 125.0 24 - 28.3 61.6 88.7 125,0 24 18.3 26.3 73.0 1, t 36 #19&20 37.5 26.8 77.108.1 125.0 125.0 125.0 30 - 22.6 49.3 71.0 125.0 30 - 21.0 58,4 C0 w15-11j?§0 125.0 36 18.8 41.1 59.1 143.8 36 17.5 48.7 z:125.0 42 16.2 35.2 50.7 123.2 42 15.0 41.7 48 125 5 31.1 215 67.5 1 J4.7 125.9 125.0 48 9671. 30.8 44,3 107.8 48 144" - 36.5 54 20.9 60.0 101.9 146.8 125-.0 54 27.4 39.4 95.8 54 32.5 z Z 3 60 18.8 54.0 91.7 1321 125.0 60 24.6 35,5 -86.3 GO 29.2. 66 17.1 49.1 83.4 120.1 125.0 66 22.4 32.3 78.4 GG 26.6 1 15.6 45.0 - 76.5 10.1 125.0 �i 20.5 29.6 71.9 n 24.3 72 --- 72 r. Is 78 41.6 70.6 101.6 125.0 78 - 19.0 27.3 66.3 78 22.5 18 46.3 133.4 125.0 125.0 125.0 18 26.5 57.7 83.1 125.0 18 31.0 86.1 3U4.8 100.0 125.0 125,0 125.0 v 24 24 19.9 43.3 62.3 125.0 24 23.3 64.6 30 #11&12 27.8 80.0 1-125.0- 125.0 125.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7 36 23.2 66.7 C 125.2 I 125,0 1 125.0 36 - 28,8 41,5 113.6 36 15.5 1 43.1 42 19.9 57.2 -IM-T- 125.0 125.0 42 24.7 35.6 97.4 42 - 36.9 1 17.4 50.0 -OU- 135.1 125.0 48 108" 21.6 31,1 85.2 48 150" 32.3 15.4 44.5 1 83.4 1 1201 1250 54 19.2 27.7 75.7 64 28.7 2 4 - 40.0 IOBA 1 -75 T- Ni2 60 17.3 24.9 68.1 60 25.8 --#16&17 1 50 E E 66 36.4 68.3 983 66 15J 22.7 620 GG 23.5 72 33.3 12 62.6 90.1 50 72 20.8 56-G 2H 21,5 1 1 1 -79.9- L I ao 19.2 52.4 1 7 7. 57.8 83.2 2 78 rHORIZONTAL MULLION TYPICAL MULLION ARRANGEMENTS ......:Z§ &AZING 1; PROD 490 VERTICAL PRODUCT 3: MULLION ARCHES TO BE INSCRIBED Nblot HEG-WL-SHAPE F M 0 0-. IcI GLAZING GLAZING NOTE . L2 PRODUCT PRODUCT MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED RODUCT REVISED 3:c"I VERTICALLY OR HORIZONTALLY. -mPjyi.BAIh UK Flovid. GLAZING GLAZING (INTERPOLATION BETWEEN WIDTHS ALLOWED) PRODUCT PRODUCT A WIDTH (W) W! + W2 0" 2 MULLION SPAN 2 i 1.690 L 7- .125 1.000 .062J .660 312 IA00 1.500 h 6BR C .156 TYP. .12506 .125 .125 O O Z �- o 0 y J 3.0o0 1.405 4.000 •IS 1.732 V~i C rn z 4.LJ� T=.W 31000 000 3.062 0`� Til 0 4.113-625 3.000 2.688 p1 OJ o ¢ O z y a z N co Z N '^ �a.soo C'z` c z 2X MULLION CLIP T- �•- -� 2 6063-T6 J I 1.000 m f a a O O Lq`uf I . � Lt X 3NOTCH 'L'A\ 6.000 1 X 4 1 X 4 I . LLION 1 X 3'L' OPTIONAL STD. TUBE MULLION 1 X 3 6063-T6 CUSTOM MULLION CUSTOM MULLION 6063-T6. CUSTOM M I N 6063-TB a s 6063-T6 a 6067 a Ixx: 2.166 in� Ixx: 2.218 ina. S„ F i ii y g Ixz: 4.709 in: Ixx: 4.709 in. I . 2.168 in. 55 3 3 3 Sxx: 1.445 in. Sxx: 1.479 ina U n o x Sxx: 2.355 in. Sxx: 2.355 in. Sxx: 1.445 in. 'z V � F- 0 0 2.000 9 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) ®H j Z ti '3 o STANDARD TUBULAR SHAPES t< 5 r b 2.000 TYP.WALL= .Izs'ALL � o ALLOY- 6063-T6 .750 II TYPICAL 43' WH a to IL GLAZING PRODUCT F U U E � 0 .LBO 2600 f I.oOo --{I N �1b25 2.(100 .125 2.250 4.000 I I �H 8 I 6.000 812 S.M.S. 3 mt2'O.C. 4.000 .125 4.500 . n no dv 1X MULLION CLIP 3.x00 4600 3.625 .� 6063-T6 `\ MULLIONS CONTAININ 'L'� p"L.�A TYPICAL GLAZING PR UCTS ✓ NOTCH \ H \ OPTIONAL HORIZONTAL 0 ERTICAL PROCUCi REVISED V e 4 u m a9 casAYiT6 widl the Florida „ ' N c SEE WINDOW OR OOR APPROVAL FOR 2 X 6 2 X 4 Build Code FASTENE SIZES AND SPACING Accep:aark l•b«'� 9 u m m 's STD. TUBE MULLION STD. TUBE MULLION _ i i m 6UBE BxrTaliom D::te X23. y o ,co 'o I 6063-T6 ` - m Ixx:19.648 in., Ixx: 7.649 in. i E E J . a Y CLIP LENGTH u L Li U o Sxx: 6.549 ina Sxx: 3.825 in� a m u Ii ,.i m L• L' RECTANGULAR A MINUM TUBE MULL WS a ' MULL "L„ INSTRUCTIONS: USING MULLION PROPERTIES ONLY j..111111sil, USE CHARTS AND GRAPHS AS FOLLOWS. I X 2 1.688' d I THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT a,� .•"�• '•.'i:'.t�'� STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. m� k P✓ 1 X 3 2.668' -�- AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE rn� '��� LL �, T STEP 2 USE APPROVED GLAZING PRODUCTS MEERNG ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. o"m,'fir to �� I NOTCH 1 X 4 3.688' REQUIREMENTS. 1p•ZM1**'' C4 O C`•, -' OPTIONAL STEP p USECONNECTIONTO MULLION AS PER PRODUCT rn•j• N 2 X 4 3.688' --�� NOTES: .125 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET 60„• t O"'' l� 2.000 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION i1ZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. 1. ALL CLIPS AND ANGLES ARE TO FIT STEP SWITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2, MULLIONS MAY BE ORIENTED VERTICALLY OR c-m� SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. o e� y•..,,, .•T{�• t I IL HORIZONTALLY. m ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET fi THRU 9 AND ANCHOR CHARTS o. + � .('•T;�� j INTO TUBE MULLIONS, SEE OPTIONAL STEP 6ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION - •tt;�; m I--2.DD0--I 6063-T6 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. G f] i STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS rn Width w MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6 Width w MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6 Width w MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6 z o ' 18 F 5.0 125.0 125.0 125.0 18 125.0 125.0 125.0 125.0 16 44.0 95.7 .125.0 125.0 o z 5.0 125.0 125.0 125.0 24 139.5 125.0 125.0 125.0 24 33.0 71.8 116.6 125.0 0 c a 30 5.0 125.0 125.0 125.0 30 111.6 125.0 125.0 125.0 30 26.4 57.4 93.2 125.0 n m co 36 5.0 125.0 125.0 125.0 36 93.0 125.0 125.0 125.0 36 22.0 47.8 77.7 125.0 ro,o z 42 5.0 125.0 125.0 125.0 42 79.7 125.0 125.0 125.0 42 18.9 41.0 66.6 125.0 o c 48 36-318" 125.0 125.0 125.0 125.0 1 48 74-114" 69.7 125.0 125.0 125.0 48 120" 16.5 35.9 58.3 149.7 m a N 2 c Z 54 5.0 125.0 125.0 125.0 54 62.0 134.6 125.0 125.0 54 - 31.9 51.8 133.1 �V 60 12 , 125.0 125.0 125.0 60 55.8 121.2 125.0 125.0 60 28.7 46.6 119 z N g Tn y j 66 125.0 25.0 125.0 125.0 66 50.7 110.1 125.0 125.0 66 26.1 42.4 8.9 Z c Z s 72 125.0 1250 125.0 125.0 '72 46.5 101.0 125.0 125.0 72 23.9 38.9 99.8 0 w= Z O O o I 78 125.0 125.0 125.0 125.0 78 42.9 93.2 125.0 125.0 78 22.1 3 . 92.1 a0 ° I 18 125.0 125.0 125,0 125.0 18 128.4 125.0 125.0 125.0 IB 33.1 71.9 116.8 125.0 j - co 24 125.0 125.0 125.0 125.0 24 96.3 125.0 125.0 125.0 24 24.8 53. 87.6 125.0 2 �' I 30 125.0 125.0 125.0 .0 30 77.1 125.0 125.0 125.0 30 19.9 .1 70.1 125.0 j a 36 125.0 125.0 1 125.0 125. 36 64.2 139.5 125.0 125.0 36' 16.5 35.9 58.4 125.0 42 125.0 125.0 125.0 125.0 42 55.0 119.5 125.0 125.0 42 30.8 50.0 128.5 ! 48 50-518" 125.0 125.0 1 125.0 125.0 84" 48.2 104.6 125.0 125.0 48 132" 27.0 43.8 112.5 z F W 54 125.0 125.0 1 125.0 125.0 54 42.8 93.0 125.0 125.0. 54 24.0 38.9 100.0 e z f 60 5.0 125.0 125.0 125.0. 60 38.5 83.7 135.9 125.0 60 21.6 35.0 90.0 m zo 66 47.7 125.0 125.0 125.0 66 35.0 76.1 123.6 125.0.. 66 19.6 31.8 81.8 72 rjl�2 35.3 125.0 125.0 125.0 72 32.1 69.7 113.3 125.0. 72 18.0 29.2 75.0 (n 78 124.9 125.0 125.0 125.0 78 .6 64.4 - 104.6 125.0. 78 16.6 26.9 69.2 1 w 18 125.0 125.0 125.0 125.0 1 18 86T7 125.0. 125.0 125.0 8 25.5 55.4 89.9 125.0 j m 24 125.0 125.0 125.0 125.0 24 64.5 40.1 125.0 125.0 24 19.1 41.5 67.5 125.0 E~ F E 30 125.0 125.0 125.0 125.0 30 51.6 11N, 125.0 125.Dx 30 15.3 33.2 54.0 138.6 (n c 36 125.0. 125.0 125.0 125.0 36 43.0 93.4 125.0 2 .0 36 - 27.7 45.0 115.5 ] i a 42 125.0 125.0 125.0 125.0 42 36.9 80.1 1 125.0 42 23.7 38.5 99.0 y }1 48 57" 125.0 125.0 125.0 125.0 48 96" 32.3 70.1 11" 125.Q.: 48 144" - 20.8 33.7 86.6 54 137.0 125.0 1 125.0 125.0 54 28.7 62.3 01.2 54 18.5 30.0. 77.0 z x 60 123.3 125.0 125.0 125.0 60 25.8 56.1 91.1 125 O 60 16.6 27.0 69.3 g 66 112.1 125.0 125.0 1 125.0 66 23.5 -0 82.8 125.0" 66 15.1 24.5 63.0 l o 72 102.8 125.0 125.0 125.0 72 21.5 46.7' 75.9 125.0 - 22.5 .57.8 2 R n r a 78 94.6 125.0 125.0 125.0 78 19 43.1 70.0 125.0 1 78 20.8 53.3 #< o 18 125.0 125.0 125.0 125.0 18 0.4 131.2 125.0 125.0 18 1226 49.0 79.6 125.024 125.0 125.0 125.0 125.0 24 45.3 98.4 125.0 125.0 24 9 36.7 59.7 125.030 125.0 125.0 125.0 125.0 30 36.3 78.7 127.9 125.0 30 29.4 47.7 122.6 o 36 125.0 125.0 125.0 125.0 36 30.2 65.6 106.6 125.0 36 24.5 39.8 102.2 a i 42 130.5 125.0 125.0 125.0 42 25.9 56.2 91.4 125.0 42 21.0 34.1 87.6 48 63" 114.2 125.0 125.0 125.0 48 108" 22.7 49.2 79.9 125.0 48 150" 8.4 29.8 76.6 c 64 101.5 125.0 1 125.0 125.0 20.1 43.7 71.1 125.0 64 16. 26.5 68.1 S 60 91.3 125.0 125.0 125.0 60 18.1 39.4 64.0 125.0 60 3.9 61.3 g o o 3 �i2 - 83.0 125.0 125.0 125. 66 16.5 35.8 58.1 147.0 66 2 . 55.7 x° U U O m 76.1 142.4 125.0 ,0 72 15.1 32.8 53.3 134.8 72 - - 19.9 51.1 70.2 131.4 125.0 125.0 78 30.3 49.2 124.4 78 ¢ w g p HORIZONTAL MULLION N°°°!l01o♦,# %'cIAZING _ TYPICAL MULLION ARRANGEMENTS �•`�-�, ♦ =y`; r VERTICAL PRODUCT i ;�O•• •••.•: G UULLIONARCHES TO BE INSCRIBED Z FOU~�O y N u•�C ` INSIDE RECTANGULAR SHAPE �j 1 GLAZING C C INC 6 NOTE' - h CC*�4-. PRODUCT ODUCT �a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED ."':� "' ��•'� I/L N PRODUCCREVISED y VERTICALLY OR HORIZONTALLY. ucmaptyiagwith th.Floida GLAZING GLAZING X" J PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) D°'Id't-14 =4 S Acceplaace Tb I& O t„ u.ii Q•• w1 w2 WIDTH (W) wt + W2 By aDate a ',' aia�t••••°',,►`�o� MULLION SPAN I 2 Mi-' ednpcod"tCo o O I 1 MIN- EDGE DIST. 5/16"TAPCONS 5/16'TAPCONS 2-3/16" CONCRETE OR to ' 1 1/4" MIN. 1_112'MIN.WOOD PENETRATION 1_1/2'MIN.WOOD PENETRATION 4' DLLDW BL GK CC N EDGE DIST. 2 PER CUP(t ON EACH WING) i PER ANGLE 5/16"TAPCONS 5/16'TAPCONS 1-3/4'MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY o p 3/4" 4 PER CUP(2 ON EACH WING) 2 PER ANGLE MIN. < a M ¢ o \Z I i •. ,\� •' } n } via ril V a o m�v 2 W m 3wv � I l i I I Z 5- a [/] d N II H II ti U II II it Z C 2 ... 2716" n II II 11 II tI q II II 11 ,�w x ac 't-al li ii 1 x MM. ii ii d 2 x 2 x t e" - !t II C J n Ir tX FLOATING CLIP t t i t ALUM ANCtE t_J ' ' u u t BY _U II II 2x2xLE ❑ I I 1 2 BY I I 1%FLOATING CLIP (1 11 ALUM ANGLE .Z N 1 1 WOOD 9UCK I 1 1 I ! ! WOOD BUCK 1 i U LI •{ I \ 1 t t t - ( i i i I I 1 1 I I 1 I 1 I Tr1 ❑ I 1 1 1 I { I I 1 1 1 y � F.yy ANCHORS TYPE 'D' (INTO BLOCK) �J 3/4" MIN. 5/16"TAPCONS z EDGE DIST. 1-1/2'MIN.WOOD PENETRATION'^ 1 PER ANGL ANCHORS TYPE 'C' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK W 4 ALL CLIPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK N o 6 H INTO TUBE MULLIONS. 1"W & 2"x4" MULL (t) C cN TAPCONS MAY BE HEX OR FLAT HEAP. j \Z MIN. EDGE DIST, i t i It 2-3/16" CONCRETE OR 1 I I I I 4" HOLLOW BLO K 5/16'TAPCONS 5/16'TAPCONS d a i 1 11 11 1-3/4'MIN.EMBED INTO MASONRY 7-314'MIN.EMBED INTO MASONRY r 1 I1 I I 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE 1 2 BY It II 2%2 X 1/B" 1 ----1 WOOD BUCK ti 11 ALUM ANGLE yy ,1..__-___ I u u [INTO l CLIPS AND ANGLES TO FIT SNUG _ ^ _ TUBEUlL10N5. < S ~ALTERNATEHANCHOR LOCATION PCONS MAY BE HEX OR FLAT HEAD. ANCHORS TYPE 'A' II it II I I i s w w 2 ANCHORS INTO WOOD X II 11 II II m LL c Tay l JI WOOD BUCK i i 1X FLOATING CUP U U ALUM ANGLE 5/16'TAPCONS 5/16'TAPCONS ' ; i 1 i , i � � I 1 �1/�4" MIN. 1-1/2'MIN.WOOD PENETRATION 1-1/2'MIN.WOOD PENETRATION 1 i 1 1 f E G DI I T. 4 PER CUP(2 ON EACH WING) 2 PER ANGLE I I I I u c o o z x m o v az a E o J e ANCHORS TYPE 'C' {INTO BLOCK) z £ N < m ti o e.i � I C4 Z 55 ; ANCHORS TYPE 'F' (INTO CONCRETE) ^ n 2 ANCHORS THRU 1X BUCK �1et1/1iYA:' F • INTO CONCRETE OR BLOCK It 11 *w,o�N0. .• :; u� p I jl it ii II 4 m Y�'tv I Q it_Ji II 17 2 X 2 X 1/a' l: FLOATING CLIP II 11 ALUM ANGLE = 1 1 2 BY a PRODUCT REVISES? \ t 1 WOOD BUCK 1 1 f + atc..Plyi a,ri the Florida G. 1 1 I ----------- t, Milditl;EAac ' t i i AccePlsncc No J>� F o d�•. A'�'.-°�` I i r -rs:Io Dab: - 3 a 4•�a'y�r''. Y'l'Uti,'• I I ANCHORS TYPE B' ALTERNATE Tay 4 ANCHORS INTO WOOD ANCHOR LOCATION Miami Ods Proaact d' a 5/16•TAPCONS MIN. EDGE DIST. 1-3/4'MIN.EMBED INTO MASONRY - MIN. EDGE DIST. C 2 PER CLIP(1 ON EACH WING) 5/16"TAPCONS 2-3/ TE OR 5/16-TAPCONS 5/16-TAPCONS O N 2-3 OR 1-}/6'MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INT0��Gl. 7-}/4'MIN.EMBED INTO MASONRY O O W I / 1 PER ANCLE 4" OLLOW BL CK 4 pER CLIP 2 ON WING) 2 PER ANGLE lO F q• 4' HOLLOW BLO K 3 1 4' MIN. 3 4 M m y Z • M)N. o� e C3 ll 11 hall II II hall ZJZ G z II II I I I I II II 11 I I O W= 2 � VJ O H II II II II Il II II 'O '� XCONCRETE OR ¢ I`- CONCRETE OR I I I I X II_Il CEMENT BLOCK I I I I < CONCRET\0R _ CEMENT BLOCK �� II 2%2% 1/B" 44 IL-JI II II 2%2% 1/B" ------- L J ------------- is L J o I -- CEMENT BLOCK 1 1 II ALUM ANGLE I I I 11 II ALUM ANGLE U U I u U \-FLOATING CUP I I I ICLIP I I I I W I I 1 I 1 I 1 1 2 7/16 I I I I I .ZO.. 3 1 I I 1 i MIN. i I I I l V ] F E a E 3 MIN. z N � z gg < MULL ®N q z m W 6 Z z ui 06 ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'D' (INTO BLOCK) C/I W a a a E-- w 1 1 ANCHORS TYPE F (INTO CONCRETE) ANCHORS TYPE 'G' (INTO CONCRETE) a � 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1".4" & 2"K4" MULL U) x i ----------- ALTERNATE MULL , U I ANCHOR LOCATION /q a I MULL N 4 z I I I I I a I'---------1 r I' Q I 1 I FLOATING CUP d 1�¢ CONCRE II I N TE OR d I CEMENT _ BLOCK j� jj o' er II I II 11 4 -cl o _ d� 11 11 W S W W 4 y l n1 • . L r a ,i. 1 • -• T • I • 1 t a E T i i 5/16•TAPCONS Z u 1-3/4 MIN.EMBED . . 1 1• `� v I • ,L x INTO MASONRY a 2 PER CUP z E E J 1 ON EACH WING) i l &' ,( 5/16"TAPCONS 4 U U I I 717 ®12 SMS 1-34-MIN. CUP BTO MASONRY ASWING) 4 I I 1 1 2 PER ANGLE (2 ON ) 2 = I I rl ........... 1 I I I I I I I m ``�O• •�•6y� 1 I 11 II 11 - ALL CLIPS AND ANGLES TO FIT SNUG a 1 I II it II qty INTO TUBE MULLIONS. N 4x` ` TAPCONS MAY BE HEX OR FLAT HEAD. �a�.l:• V•g�• • ROOUCT RF'.LlSFD as comPlyirl3 with Ow Florida a'• I •I CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED Building Cod< s���� ••Qi�� I • I n I 1 WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR Ac Ptance Nol - .03__ Fo a `,� WATER-WHITE METHACRYLATE LACQUER. B' era1iondlL Zpj� a ••iiE •q\ W 5/16•TAPCONS -3/4'MIN. EMBED By I a INTO MASONRY- 1 PER ANGLE }vTlamr M`I p^ in I MIN. EDGE DIST. MIN. EDGE DIST. 2tHOLLOW 316" CONCRETE OR 2-3/16" CONCRETE OR BLO K 3-3/4" 5/16"TAPCONS 4" HOLLOWJISLOK 3-3/4" 5/16'TAPCONS / 1-J 4•MIN.EMBED INTO MASONRY 1-]/4"MIN.EMBED INTO MASONRY MIN. /MIN. 4 PER CLIP(2 ON EACH WING) 4 PER CUP(2 ON EACH WING) C Fz CLIP LENGTHto n Nam v d MULL "L" O o Q r4 o x + p 2 X 4 3.688' 3 4 v (n z Z r w 2 X 6 5.688' _ z' p z a V y X ! 1 0 0 2. O \ d y 0 IBY 1 m a .4 ¢ o d 1 2X6 MULL 5/16'TAPCONS N tl WOOD BUCK F .I] d ( 1-3/4'MIN.EMBED INTO MASONRY \ d 0 2%6 M .� p d 1 d y 6 PER CUP(2 ON EACH WING) 5/16"TAPCONS 0 1 I d y 1-3/4'MIN.EMBED INTO MASONRY Z � r-------- I 1 3/4 4 PER CLIP(2 ON EACH WING) j m O N- d -------------- 1 1 3 4" EE-F ,� M j I I I`--------------- / C MIN. 1 E I I U E, �+ 4 YS 3/4" y a i z 0 2X6 M _ '� = a b nX4I LENGTH 2X6 MULL _ w C c F 2x6 MULL I„I ry a ------ "L" a \z \z \z U a 0 I - 5.688' n ---------- I Q < G I 3-3/4" N"< MIN. Voo S 11/16" All CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE E (INTO BLOCK) INTO TUBE MULLIONS. AN RS TYPE 'H' INTO CONCRETE WOOD BACK " — G ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. �" a m 4 ANCHORS THRU IX BUCK o 0 -INTO CONCRETE OR BLOCK ANCHORS TYPE H' (INTO CONCRETES CLI OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED s a z ANCHORS INTO CONCRETE or BLOCK H ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 6• MULL SHOWN o v r M c c Z z m 2•X6" MULL SHOWN WATER-WHITE METH -ACRYLATE LACQUER. - . 0 x°I E . +`llll}flpl PlplrQ 4%,�,o. .......... lei In V_ � ' 'dJ CV C Q'�Q• PRODUCT REVISED c rnplyitg WiIA th-.Ff_lW- Building Code y a'T;,,•• •.•.T� Acxnlzn4e No�8� Q x wy, '�• I Expimti0 LAIC . F� !� n•�1 ' By I,?! Product 6 Q MIN. EDGE DIST. 5/16"TAPCONS 2-3/16" CONCRETE OR 1-3/4"MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH - h 4" HOLLOW 8`OGK a TOTAL(2 ON EACH WING) MIN. a " MULL "E" o o rn d, 1 X 2 1.688' e h Fo \Z \Z wf m T7 z n I n 1 X 3 2.688' n o 1 X4 3.688" o a 2 X 4 3.688- m p of 2 Tra Zj c 1 I J O ¢ e t i i i i 2 X 6 5.688° 2 —7/16" z': e MIN. a 2.4 or 2x6 Mull I I I I 1. ALL CLIPS AND ANGLES ARE TO FIT w z Q Z a e e I I I SNUG INTO TUBE MULLIONS. o o - e ufw2 ___________J LJ LJ ALUM ANGLE 2. WHERE ANGLES ARE NOT FIT SNUG m a a a o I I INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. j o 2 I CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED g to S.M.S. Cs? z 0 2/CHANNEL TUBE MULLION V E_ WITH ALKALI-RESISTANTCOATINGS. SUCH AS BITUMINOUS PAINT OR ¢ E.., .. WATER-WHITE METHACRYLATE LACQUER. zMIN. ISME EDGE DIST. ---- � o2-3/16 CONCRETE OR rc -Dn4" HOLLOW BLO K #12 F.z/1/8°THICK ALUM C � ULENGTH NT FlNTO UBE MULLIONTUBES MAY BE NOTCHED R 5 AS SHOWN TO ALLOW INSTALLATION , U OF CUP ANGLE LOCATION OF SCREWS CONNECTING CAULK JOINT AFTER ASSEMBLY _ ] ¢ I Q K ANGLES TO TUBES WHERE ANGLES X �tb FN SMS Z ARE NOT FIT SNUG INTO TUBE a I 1 v I I 2 PER CLIP TZ MULLIONS. I I i i ACCESS HOLE 1_1/2.O.C.MIN. ~ p 0 I 5/8��2) ----- - --- ----- ---- o o g m I o a� 5/15-TAPCONS 814 SMS j 3� I m e 1-3/4"MIN.EMBED INTO MASONRY 4 PER ANGLE 4 - - 3 c o� o_ o o .. 2 PER ANGLE I I y .s° '� �' $ M __ -1 -1 I 1 r 2%2% 1/8" THIS SCREW CAN BE I I ALUM ANGLE O INSTALLED IN EITHER 1 S12 FH SMS I e D s t o < DIRECTION T 1� . I 2 PER CUP I u a u m m W�t I I 1.O.C.MIN. I I = Z I t I I i o 0 c �Z a A ° C 1-3/4"X 2-x 1/8-(FOR 2BY TUBE7) \z 3/4°x 2-x 1/8-FOR(IBY TUBE) 5 a a rj ALUM ANGLE > r'] CUT TO FlT SNUG INSIDE TUBE T''':.• • _7 ANCHORS TYPE 'I' m �'a. METAL TO METAL CONNECTION o a e_�'~S`Y'.,_ USE CHARTS FOR ANCHOR TYPE 7 TO VERIFY CAPACITY OF CONNECTION mut,n,.�'. PROBUCTREVISED aQJ3�i`�: - •'A:"`cam! 3-3/4"' as complyirt¢wiMelhe Florida c`ny.:;•,', :. y' / ALL CLIPS AND ANGLES TO FIT SNUG 1}�UdiuE Code1'T.,'>r`>• Acer:tarxrblb' MIN. INTO TUBE MULLIONS. Fo "=1' ,.,:.. .°•`�::=I 1 3/4 OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. 8%piralla�Datc �2b2`j a •If 'r " 94g,} MIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK pji Ade Produce Cc q 1 ANCHOR TYPES_ ANCHOR TYPES ANCHOR TYPES Width(y4 MULLSPAN A Q B C D I E F I G H I WdthfM MULLSPANI A B C I D E F I G H I I IVAdth(141FAULLSPANI A IS I C I D I E I F I G I H I y 18 125.00 125.00 125.00 1 0 125.00 125.00 125.00 18 90,72 125,00 125.00 125.00 125.00 125.00 125.00 12500 125.00 18 56.73 11227 129.07 125.00 125.00 144.27 125.00 125.00 125.00 C 24 131,85 125.00 12500 17.5.00 125.00 125.00 125.00 12500 725.00 21 68.04 136.00 125.00 12500 125.00 12`.00 125.00 12500 125.00 21 42.10 8420 96.00 145.00 125.00 10820 12500 125.00 715.70 0 105.32 125 .00 125.00 125.00 1 0 125.00 125.0(1 125.00 30 51.43 108.00 125.16 125.00 12500 139.89 125.00 125.00 149.59 30 33.68 67.36 77.44 116.48 125.00 86.56 130.24 125.00 9256 to c 36 87.77 125.00 125.00 25.00 1250 125.0 125.00 125.00 125.00 36 45.38 90.72 104.30 125.00 125.00 11&58 125.00 12400 124.66 36 28.07 56.13 64.53 9707 12.00 7213 10&53 14420 7713 n y r4 o 7523 125.0 12500 125.00 125.00 125.00 125.00 125.00 125.00 42 38.88 77.76 89.40 134.46 12500 99.92 12500 12500 10fi85 42 24.06 48.11 55.31 8320 110.57 61.83 93.03 123.60 66.11 ^rc � O 48 383!8 65.ffi 131.65 12500 12500 12500 125.00 12500 125.00 125.00 48 741/4 34.02 68.04 78.22 177.00 12500 8743 131.56 125.00 9349 48 120 21.05 4210 48.40 7280 96.75 54.10 81.40 106.15 57.85 < V z o 54 58.51 117.02 134.53 12500 12500 125.00 125.00 12500 125.0(1 54 30.24 60.45 69.53 104.58 138.99 77.72 718.94 125.00 8311 54 18.77 37.42 43.02 64.71 86.00 48.09 7236 96.13 51.42 0 q -<3 i 60 52.66 105.32 12208 12500 125.00 125.00 12500 12500 144.72 60 27.22 54.43 6258 94.13 125.09 00.95 10524 139.93 7400 60 16.84 33.68 38.72 5824 77.40 43.28 &5.12 86.52 4&28 m�o e rd i 66 47.87 9574 110.07 125.00 12500 125.00 12500 125.00 131.58 66 24.74 49.48 56.89 8657 113.72 63.59 95.68 127.12 6800 - 66 15.31 30.62 35.20 5295 70.36 39.35 59.20 78.65 4207 72 43.88 87.77 100.90 125.00 125,00 125.00 12500 125.00 120.60 72 2268 45.36 52.15 78.44 104.24 5829 97.70 11&53 6233 72 14.03 28.07 32.27 4853 64.50 36.07 54.27 72.10 38.57 Z w o 0 7 2 V y 78 40.51 81.01 9314 140.09 125.00 104.11 12500 125.00 111.32 78 20.94 41.87 48.14 72.40 9622 53.81 80.96 107.50 5754 78 12.95 25.91 29.73 44.80 59.54 3329 50.09 6&55 35.60 o Jo Z O OZ Z 18 133.06 125.00 12500 12500 125.00 125.00 12500 12500 12500 18 80,19 125.00 125.00 125.00 125.00 12500 125.00 125.00 12500 18 51.03 10206 117.33 125.00 125.00 131.15 125.00 12500 140.24 a j d o0 24 99.79 125.00 12500 12500 12500 125.00 125.00 12500 125.00 21 60.14 12029 138.2 12500 125.00 125.00 12500 125.00 125.00 24 3827 76.55 88.00 13236 125.00 98.36 148.00 125.00 10518 30 79.83 125.00 125.00 125.00 12500 125.00 12500 12500 125.00 30 48.11 9623 110.63 12500 125.00 12366 12500 12500 13223 30 80.62 61.24 70.40 105.89 140.73 78.69 116.40 12500 84.15 36 60.53 133.06 125.00 125.00 125.00 125.00 12500 125.00 125.00 36 40.10 80.19 9219 138.67 12500 103.05 12500 12500 110.19 36 25.52 51.03 58.67 88.24 117.27 65.58 98.67 131.09 70.12 Z 0; I { 42 57.02 114.05 131.12 125.00 12500 146.56 12500 12500 125.00 42 34.37 68.73 79.02 118.86 12500 88.33 13290 12500 94.45 42 21.87 43.74 5029 75.64 100.52 55.21 84.57 11236 60.10 W v 1 48 50518 49.90 99.79 114.73 12500 12500 128.24 125W 12500 137.13 48 84 30.07 60.14 69.14 104.00 138.21 7729 11&29•125.00 8264 48 132 19.14 38.27 44.00 6&18 87.95 49.16 74.00 9832 5259 139 64 44.35 88.70 101,98 125.00 125.00 113.99 125.00 125.00 121.89 54 20.73 53.46 61.46 9244 12286 68.70 103.37 13733 7346 64 17.01 34.02 39.11 58.83 7818 43.72 65.78 8739 46.75 Q E- 60 j 6� 60 2.92 79.83 91,78 138.05 125.00 10259 125.00 125.00 109.70 60 24.06 48.11 55.31 83.20 110.57 61.83 93.03 123.60 66.11 60 15.31 30.62 35.21 5295 70.36 39.35 59.20 78.65 4207 66 36.2 7258 83.44 12550 125.00 9328 140.33 12500 99.73 66 21.87 43.74 50.29 7564 100.52 5521 84.57 11236 60.10 66 13.92 27.83 3200 48.13 63.97 35.77 53.82 71.50 38.25 72 3326 66.53 76.48 115.04 125.00 8549 12863 12500 91.42 .72 20.05 40.10 45.10 633.33 9214 51.52 77.52 103.00 5510 72 12.76 25.52 29.33 44.12 58.64 3279 49.33 65.55 35.06 FI j 7 30.71 61.41 70.60 10&19 141.13 7892 118.74 125.00 84.39 78 18.51 37.01 42.55 64.00 8505 47.56 71.56 95.08 5086 78 11.78 23.55 27.08 40.73 54.13 30.27 45.54 00.50 3236 or V 18 118.18 125.00 125+.00 125.00 125.00 12500 12ED0 12500 125.00 18 70.17 140.33 125.00 125.00 125.00 12500.12500 125.00 12500 78 46.78 93.56 107.56 125.00 125.00 120.22 12500 125.00 12&56 y N r, a u1 24 88,63 125.00 125.00 125.00 12500 125.00 12500 125.00 125.00 24 52.63 105.25 121.00 125+.00 125.00 13525 12500 125.00 144.63 24 35.08 70.17 80.67 121.33 125.00 90.17 135.67 12500 96.42 1 �'Y 70.91 7 125.00 12500 0 12500 12500 125.00 30 42.10 8420 96.80 145.60 125.00 108.20 12500 125.00 115.70 30 28.07 55.13 64.53 97.07 12.00 7213 10&53 144.20 36 59.00 118.18 135.86 2500 1250- 125.00 12500 12500 12500 36 35.08 70.17 80.67 121.33 125.00 90.17 135.67 125.00 96.42 36 23.39 4"0.78 53.78 80.89 107.50 68.11 90.44 120.17 64.28 C o S 42 50.00 101. 45 125.00 125.00 1 17 12500 125.00 139.19 42 30.07 60.14 69.14 104.00 138.21 77.29 116.29 125.00 8254 42 20.05 40.10 46.10 69.33 9214 51.52 77.52 103.00 55.10 a S { 1 4 44.32 88.63 101.89 12500 125.00 113.89 12500 125.00 121.79 48 96 26.31 52.63 60.50 91.00 120.94 67.63 101.75 135.19 7231 48 144 17454 35.08 40.33 6.67 8063 45.08 67.83 90413 4821 < Z -54i-(D 39.39 7&78 90.57 13(523.125.00 10124 125.00 125.00 10826 64 23.39 46.78 53.78 80489 10750 6.11 9044 12017 6428 54 15.59 31.19 35.85 5393 71.67 40407 0030 80.11 4285 N j 60 35.45 70.91 81.52 17261 125.00 91.12 137.09 125.00 9743 60 21-05 42.10 4&40 7280 9&75 54.10 81.40 106.15 57.85 60 14.03 28.07 3227 4&53 64.50 35.07 5427 7210 3857 Z a 66 3223 6446 74.11 111.46 148.13 8263 124.63 12500 88.57 66 1914. 38.27 44.00 66.1B 87.95 4918 74.00 98.32 5259 66 12.76 25.52 2.33 44.12 58.64 3279 49.33 6555 3505 Q v 1 72 29.54 5000 67.93 10218 135.79 75.93 11425 125.00 81.19 72 17.54 35.08 40.33 60.67 80.63 4508 67.83 90.13 48.21 72 11.00 23.39 26.89 40.44 53.75 33.06 4522 60.08 3214 z c 1 78 2727 54.54 6270 9432 125.34 70.09 105.46 140.11 1 74.95 76 16.19. 32.38 37.23 %.00- 74.42 41.62 .6262 8319 44.50 78 10.79 21.59 24.82 37.33 49.62 27.74 41.74 55446 29.67 H 18 106.92 125.00 125.00 12500 12500 125.00 125.00 12500 12500 18 62.37 12474 143.41 125,00 12500 12500 125.00 12500 125.00 78 44.91 89.81 103.25 125.00 125.00 115.41 173.65 12500 123.41 24 80.19 125.00 12500 12500 125.00 12500 1250 125.00 12500 21 46.78 93.56 107,56 125.00 12500 12722 125.00 125.00 128.56 24 33.68 67.35. 77.44 116.48 125.00 86456 130.24 12500 9256 30 64.15 ;Z&LI 125.00 12500 =12500 125.00 125.00 30 37.42 74.84 86.04 129.42 125W 96.18 144.71 12503 10284 30 26.94 53.89 61.95 9318 123.84 69.25 104.19 138.3 74.5 N N ry ori 36 53.46 106.92 t5 25.00 T259 137.40 F2.500 125.00 146.92 36 31.19 62.37 71.70 107.85 143.33 80.15 120.59 12500 8570 36 22.45 44.91 51.63 7765 103.20 57.71 86.83 115.36 61.71 42 45.82 72500 125.00 11777 12500 125.00 725.93 5.2 26.73 53.46 61.45 9244 12286 68.70 10337 137.33 7346 42 19.25 38.49 4425 66.68 138.46 49.46 74.42 98.88 5289 4 0 _ a � 7 O 40.10 138.67 12500 12500 125.00 110.19 48 103 ..23.39 46.78 5378 80.89 107.50 60.11 90.44 120.17 64.28 48 150 16.84 33.68 38.72 58.24 77,40 4328 6512 86.52 46.28 � a � e I 64 35.84 71.28 81.95 2328 12500 91.00 137.82 12500 97.95 64 2(I.79 41.58 4780 71.90 95.56 53.43 80.40 106.81 57.14 64 14.97 29.94 34.42 51.77 8880 38.47 57.88 76.91 41.14 " " 1 32.08 64. 5 Ti-on 147.43 124.04 12500 88415 60 18.71 37.42 4302 64.71 66.00 4809 7236 9&13 51.42 60 1347 26.94 30.98 4&59 61.92 34.62 52.10 6.22 3702 « _ 66 29.16 58.32 6705 100.85 134.03 74.94 11276 14932 00.14 66 17.01 34.02 39.11 58.83 78.18 4372 6578 87.39 4&75 66 1225 24.49 28.76 4236 Sfi2 31.48 47.36 6292 3300 e 72 26.73 5346 61.48 9244 12288 68.70 103.37 13733 73.46 72 15.59 31.19 35.85 5393 71.67 40407 00.30 8011 4285 72 11.23 2245 25.81 38.83 51.60 28.85 43.41 57.68 30.85 .`� m o o o 78 24.67 49.35 5&73 6533 113.41 63.41 9541 12fi77 67.81 78 14.39 28.79 33.09 49.78 66.15 36.99 55.66 7395 39.`8 78 10.36 20.73 23.83 35.84 4763 26.63 40.07 53.24 2848 " m m u ANCHOR/CUP ANCHOR/CLIP 3z a 0 I HORIZONTAL MULLION i t I . rp do ctAZINc ANCHOR CLIP NOTES: ul a PRODUCT v6RncaL 3 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER 6 m U a MULLION TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. GLAZING GLAZING s Z 0 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE ••••'S,,,*,,,a�?�N��4 PRODUCT PRODUCT aia GLAZING, GLAZING 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN ��••,s,�. '•.tri U N PRODUCT PRODUCT Z 3 THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. ANCHDR/cu w a 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER � y > ANCHOR/CLIP LOCATIONS AT HEAD, SILL OR JAMB ENDS. .; +w w 'k z- 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. rttoDOcraivtstn �z'u ~}-" O� as c0:a01girrg MU,nc�Tlmidn E K;a �1= �'��._ Building Cud& s r vE7 I 001 002 HORIZONTAL MULLION I"..1�c�uac Ds!c g��$ �a '��'• *" n �•�`' '• I SPAN a I4j4j Q 44••t l m o TYPICAL MULLION CLIP ARRANGEMENTS A3 t4ielw'IDadc Frog,.;.^ fol' I