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Home My WebLink AboutProduct Approval i I 11► MR— MUN-Vue WINDOW&DOOR V:_2. 1000 Clint Moore Dr.#109 P:561-988-2444 Boca Raton,FL 33487 F:561-826-9180 1.1c.N:CRC1330842 SCO131151529 Property Information Building Information Owner: James or Bertha Sullivan Wind Zone: 170 MPH. Address: 1750 Timberland Drive Exposure Category: C Fort Pierce,FL 34957 Minimum Building Dimension: 47 ft. Mean Roof Height: 14 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure;(psf) Pressure(psf) I Int 60 80 7 34:8 -38.0 2 End 36 62 7 i 36.7 -48.5 3 End 36 62 7 36.7 -48.5 4 Int 73 49 7 35.6 -38.8 5 Int 36 49 7 37.3 -40.5 -- ------- -- --- - ---- 6 Int 36 49 7 _ 37.3 -40.5 7 Int 73 52 7 35.4 -38.6 i i i i I Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.51h Edition(2014)Florida Building Code. Page 1 of I WINDOW & DOOR OPENING INFORMATION A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Corner Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. PRODUCT APPROVAL REQUIRED OPENING MAXIMU MULTIPLE OPENING (Location) IS THIS A PRODUCT ROUGH ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW ACCEPTANCE OPENING SHUTTERS NUMBER or Interior OR DOOR TYPE NUMBER (+)PSF (-)PSF (+)PSF (-)PSF TESTED DIMENSIONS MULLION REQ Y/N SIZE REQ Y/NINA 1 Int D 1"Lami FL 17184.24 50 50 34.8 38.0 74.00X80.50 60x80 N N 2 End W 7fi8"Lami FL16177.1 70 70 36.7 48.5 51-7/8X61-3/4 36x62 N N 3 End W 7/8"Lami FL16177.1 70 70 36.7 48.5 51-7/8X61-3/4 36x62 N N 4 Int W 7/8"Lam' FL5823.3 67.50 67.50 35.6 38.8 72-7/9X61-3/4 73x49 Y N 5 Int W 7/8"L=i FL16177.1 70 70 37.3 40.5 51.7/9X61-3/4 36x49 N N 6 Int W 7/8"Lami FL16177.1 70 70 37.3 40.5 51-7/8X61-314 36x49 N N 7 Int W 7/8"Lami FL5823.3 67.50 67.50 35.4 38.6 72-7/8X61-3/4 73x52 Y N 9/2/2016 Florida Building Code Online 0 0 - + a # t ir BCIS Home I Log.In I User Registratlon I Hot Topics I Submit Surcharge I Stats&Facts I Publications FBC Staff I BCIS Site Map I Links I ,Search Fbrida ' Product Approval r USER:Public User ar"a� I Product Aooroval Menu>Product or AoolicaUon Search>Application List>Application Detail I I Application Type Rev718n L 7/8 , , j Code Version 2014 `^* Application Status Approved i Comments Archived I_j Product Manufacturer lastpro Inc./Nanya Plastics Corp.' Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES; CA 90045 (440)969-9773 Ext 16 wbldgconsulta I ✓~ Authorized Signature Vivian Wright #I rickw@rwbldgconsultants:com } Technical Representative Scott Johnson ; Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 Scottjohnson@plastpfoinc;com Quality Assurance Representative t Address/Phone/Email 1 I y I Category CS terior DoorsSubcategory inging Exterior Door Assemblies, f Compliance Method Evaluation Report from a Florida Registered,Architect or a Licensed Florida Professional Engineer C C Evaluation Report-Hardcopy Received I 1 Florida Engineer or Architect Name who developed Lyndon F Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. t 1 i I�- Validation Checklist-Hardcopy'Receive'd pp I i Certificate of Independence FL17184 R3 COI Certificate of Indeoendence.odf I � I ' Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSAIOI/I,S.2/A440 'i 2005 I ASTM E1886 2005 it ASTM E1886 2002 ASTM E1996 2002 ?. ASTM E1996 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201,202, 203 1994 , I r httpsJ/www.floridabuilding.org/pr/pr app dill aspx?param=wGEVXQwtDgvCo3EapillBW4u90%2bpvEjLrxzx6dmYwdWmanO°/a2beLj%2bkw%3d°/aid 1/5 ,i 9/2/2016 Florida Building Code Online Equivalence of Product Standards, Certified By , i i Sections from the Code Product Approval Method Method 1 Option D Date Submitted 03/10/2016 Date Validated 04/18/2016 Date Pending FBC Approval 04/18/2016 Date Approved 66/08/2016 i i a Summary of Products ° Go to Page ® f� Page_2/3 0 (r 1 t FL# Model,Number or Name Description 17184.21 u. Fiberglass Door Up.to a 3'0 x 68 Glazed"Impact"Fiberglass Single Door(X Configuration)Inswing/Outswing Limits of Use, Installation Instructions. i Approved for use in HVHZ:No FL17184 R3 II Inst 17164.21,odf Approved for use outside HVHZ:Yes Verified By: Lyndon F, Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports I s Other:See INST 17184.21 for any additional use limitations, FL17184 R3 AE Eval 17 84.21.0f Installation instructions and product particulars. Created by Independent1hird Party: Yes 17184.22 v. Fiberglass Door Up to a 3'0 x 6'8 Glazed"Impact",Fiberglass Single Door with a Sidelite(OX or XO Configurations)Inswing/Outswing I Limits of Use Installation Instructions• Approved for use in HVHZ:No FL17184 R3 II Inst 17164.22.pdf f Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes r Design Pressure:N/A Evaluation Reports Other:See INST 17184.22 for any additional use limitations, 1707184 R3 AE Eval 17184.22.odf Installation instructions and product particulars. Created by Independent Third Party: Yes 17184.23 w. Fiberglass Door Up to a 3'0 x 6'8 Glazed'Impact"Fiberglass Single Door with a Sidelite(OXO Configuration)Inswing/Outswing i t Limits of Use Installation Instructions Approved for use In HVHZ: No FL17184 R3 II Inst 17184,23,ndf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent;Third Party: Yes ; Design Pressure:N/A Evaluation Reports Other:See INST 17184.23 for any additional use limitations, FL17184 R3 AE Eval 17184,23.odf installation Instructions and product particulars. Created by Independent Third Party: Yes r { r 17184.24 x. Fiberglass Door Up to a 6'0 x 6'8 Glazed"Impact".Fiberglass Double Door(XX Configuration)Inswing/Outswing I Limits of Use Installation In'struction's I, Approved for use in HVHZ: No FL17184 R3 II Inst 17184.24,pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent,Third Party: Yes t Design Pressure: N/A Evaluation Reports / t Other:See INST 17184.24 for any additional use limitations, FL17184 R3 AE Eval 17184,24.ddf Installation instructions and product particulars. Created by Independent:Third Party:Yes 17184.25 y, Fiberglass Door Up to a 6'0 x 6'8 Glazed Impact" Fiberglass Double Door with Sidelites(OXXO Configuration)Inswing/Outswing I Limits of Use Installation Instructions I Approved for use in HVHZ:No FL17184 R3 11 Inst 17184.25,pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 1 Impact Resistant:Yes Created by Independent!,Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17184.25 for any additional use limitations, FL17184 R3 AE Eval 17184.25.pdf installation Instructions and product particulars. Created by Independent Third Party:Yes 17184.26 z. Fiberglass Door Up to a nominal 3'0 z 7'0"Non-Impact"Glazed Fiberglass Single Door with or without"Non-Impact"Sidelites(X,XO or OX, OXO Configurations),Inswing/Outswing httPslAvww.floridabuilding.orgfpr/pr appdtl.aspx?param=wGEVXQwtDgvCo3EapillBW4u90%2bpvEjLrxzx6dmYwdWmanO%2beW%2bkw%3d%3d 2J5 9/2/2016 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ:No FC1718I R3. II Inst 17184:26.odf j Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E. 4.3409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 17184.26 for any additional use limitations, FL17184 113 AE Eval 1184.26.odf Installation instructions and product particulars. Created by Independent Third Party: Yes 17184.27 za. Fiberglass Door Up to a nominal,6'0 x 7'0 Non-Impact"Glazed Fiberglass Double Door with or without"Non-Impact"Sidelites(XX or OXXO.Configurations)Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ:No FL17184 R3 II Inst 17184.27.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reportss Other:"See INST 17184.27 for any additional use limitations, FL17184 R3 AE Eval 171 84,27. installation Instructions and Product particulars. Created by Independent Third Party: Yes 17184.28 zb. Fiberglass Door Up to a nominal 3'0 x 7'0"Non-Impact"Opaque Fiberglass Single Door with or without"Non-Impact"Sidelites(X, XO or OX, OXO Configurations)Inswing/Outswing Limits of Use Installation Instructions ; Approved for use in HVHZ:No FL17184 R3 II Inst 17184.28.adf, { Approved for use outside HVHZ4 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 17184.28 for any additional use limitations, FL17-184 R3 AE Eval 17184.28.odf installation instructions and product'particulars. Created by Independent'Third Party: Yes 17184.29 zc. Fiberglass Door Up to a nominal 6'0.x 70!"Non-Impact"Opaque Fiberglass. Double Door with or without"Non-Impact"Sidelltes(XX or OXXO Configurations)Inswing/Outswing i t Limits of Use Installation Instructions Approved for use in HVHZ:No FL_17.184 R3 II Inst 17184.29.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.434.09 Impact Resistant:No Created by Independent third PartyYes Design Pressure:N/A Evaluation Reports Other:See INST 17184.29 for any additional use limitations, FL17184 R3 AE Eval 17184.29.odf Installation instructions and product particulars. Created by Independent,Third Party: Yes I � f 17184.30 zd. Fiberglass Door Up to a nominal 3'0 x 7'0""Impact" Glazed Fiberglass Single } Door with or without"Impact"Sidelites(X,XO or OX,OXO Configurations)Inswing/Outswing Limits"of Use Installation Instructions Approved for use in HVHZ:No' FLIM4 R3 1i Inst 17184.30.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent;Third Party: Yes Design Pressure: N/A. Evaluation Reports Other:See INST 17184.30 for any additional use limitations, FL17184 R3 AE Eval 17184.30.odf installation instructions and product particulars. Created by Independent iThird Party: Yes i 17184.31 ze. Fiberglass Door Up to a nominal 610 x 70"Impact"Glazed Fiberglass Double Door with or without"Impact"Sidelites(XX or OXXO Configurations)Inswing/Outswing t Limits of Use Installation Instructions Approved for use in HVHZ:No FL17184 R3 II Inst 17184.31 pdf j Approved for'use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent iThird Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 17184.31 for any additional use limitations, FL17184 R3 AE Eval 17184.31.01 Installation instructions and product particulars. Created by Independent;Third Party: Yes 4 !I 17184.32 zf. Fiberglass Door Up to a nominal 3'0 x 7'0"Impact"Opaque Fiberglass Single Door with or without"Impact"Sidelites(X,XO or OX,OXO Configurations),Inswing/,Outswing Limits of Use Installation Instructions C Approved for use In HVHZ: No FL17164 R3 11 Inst 17fik32.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by IndependentThird Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 17184.32 for any additional use limitations, FL17184 R3 AE Eval 17184.32.bdf installation instructions and product particulars. Created by Independent:Third Party: Yes 17184.33 zg. Fiberglass Door Up to a nominal 00 x TO"Impact"Opaque Fiberglass Double Door with or without"Impact"Sidelites(XX or OXXO' Configurations)Inswing/Outswing https:/Avww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQWtDgvCo3EapillBW4u90%2bpvEjLrxzx6dmYwcWma.nO%2bgLj%2bkw%3d%3d 315 I 2WO16 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ:No FL17184 R3 Ii Inst 17184.33.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports j Other See INST.17184:33 for any additional use limitations, FL17184 R3 AE Eval 17184.33.Ddf instahationinstructions and product particulars. Created by Independent Third Party: Yes 17184.34 zh. Fiberglass Door Up to a nominal 3'0 x'8'0:Non-Impact" Glazed Fiberglass Single Door with,or without"Non-Impact"Sidelites(X,,XO or OX, OXO Configurations)Inswing/Outswing Limits of Use Installation Instructions;, Approved for use in HVHZ:No FL17184 R3 II Tnst 17184,34.od( 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 17184.34 for any additional use limitations, FL17184 R3 AE Eval 17184.34.odf Installation instructions and product particulars. Created by Independent Third Party: Yes 17184.35 zi. Fiberglass Door Up to a nominal 6'0 x 8'0 Non-Impact"Glazed Fiberglass Double Door with or without"Non'-Impact"Sidelites(XX or OXXO Configurations)InswIng/Ouwing Limits of Use . Installation'Instructions Approved for use In HVHZ:No FL17184 R3 1I'Inst 17184.3S.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E. 43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other.See INST 17184.35 for any additional use limitations, FL17184 R3 AE Eval 17184.35.odf Installation instructions and product particulars. Created by Independent Third Paity: Yes r 17184:36 zj. Fiberglass Door Up to a nominal 3'0 x 8'0 i'Non-Impact"Opaque Fiberglass Single Door with or without"Non-Impact"Sidelites(X, XO or OX, OXO Configurations)Inswing/Outswing , Limits of Use Installation Instructions Approved for use in HVHZ; No FL17184 R3 II'Inst 17184.36.Ddf Approved.for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See.INST 17184.36 for.any additional use limitations, FL17184 R3 AE Eval 17184.36.o11f p Installation instructions and product particulars. Created by Independent-Third Party: Yes ' E 17184.37 zk. Fiberglass Door Up to a nominal 6'0 x 8'0"Non-Impact"Opaque.Fiberglass Double Door with or without"Non-Impact"Sidelites(XX or OXXO Configurations)Inswing/Outswing f Limits of Use Installation Instructions i Approved for use in HVHZ: No FL17184 2 Il Inst 17184,37.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports ;I Other:See INST 17184.37 for any additional use limitations, FL17184 R3 AE Eval 17184.37.odf installation Instructions and product particulars. Created by IndependentiThlyd Party: Yes 17184.38 zl. Fiberglass Door Up to a nominal 3'0 x 8'01"Impact"Glazed Fiberglass Single G. Door with or without"Impact"Sidelltes(X, XO or OX, OXO Configurations)Inswing/Outswing Limits of Use Installation Instructions Approved for use In HVHZ:No FL17184 R3 II Inst 17184.38.Ddf i Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent.�Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 17184.38 for any additional use limitations, FL17184 R3 AE Eva[ 17184.38.Ddf Installation instructions and product particulars. Created by Independent!Third Party: Yes r. 17184.89 zm. Fiberglass Door Up to a nominal 6'0 x 8'0"Impact"Glazed Fiberglass Double Door with or without"Impact"Sidelites(XX or OXXO Configurations)Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R3 II,Inst 17184.39.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent'Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 17184.39 for any additional use limitations, FL17184 R3 AE Eval 17184.39.6df Installation Instructions and product particulars. Created by Independent;Third Party: Yes 17184.40 zn. Fiberglass Door Up to a nominal 3'0 is 8'0"Impact"Opaque Fiberglass Single Door with or without"Impact"Sidelites(X,XO or OX, OXO Configurations)Inswing/Outswing ht s://www.floridabuilding.org/pr/pr app dol.aspx?param=wGEVXQwtDgvito3EapillBW4u90%2bpvEjLrxzx6dmYwdWminO%2b,Lj%2bkw%3d°/aid 4/5 8=016 Florida Building Code Online Limits at Use Instillation Instructioni Approved for use In HVHZ:No F I Ll 1 7184 R3 11 Inst 17184.40,Ddf Approved for use outside HVHi,Yes Verified BY:Lyndon F. Schmidt, 0E.43409 Impact Resistant:Yes Created by Independent third Party: Yes Design Pressure-.N/A Evaluation Reports Other:See INST 17184.40 for any additional use limitations, FL17184 R3 AE Eval.17164.40.pdf Installation instructions and.product particulars. Created by Independent Third Party:Yes Go to Page Page 2 3 Dock Next Contact Lls::2601 Blair Stone Road,7b liphameFL323 _ 99 phone:.850.487-1824 The State of Florida Is an AA/EEO employer,Copyright 2007-20A3 State of Florida.::Privacy Statement::Acc i asibility Statement i:Refund Statement Under Florida law,email addresses are public records.If.you do not want your e-mail address released In response toa public-records request,do not send electronic mail to this.* entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.12195,'Pursuant to Section 455.275(1),Florida statut6s,effective October 1,2012,licensees licensed under Chapter 455 F.S.must provide thelDepartment with an email address If they have one,The ernails 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 Appr6vajAcciiits- WE]1W Mk— M" Credit Card 91 _Al.aspx?param=wGEVXQwtDqvCo3Eap!IIBW4u9O%2bpjzxmwmC) vELrX6dYdWMO/*2b,-Li%2bkW%3d%3d hilpsAvwmiloridabuilding,or pr/pr�xp 515 i i(� I MmemOmm.Inc PENMA4 -fimw Ptodutt' Als%FI,-17xs4 ribergian Door-MsvdM*9wM tC-0row Ourcnt\FL,17t91.21-.25. .4.2 illlj I. 772Y MAX.DOOR PANEL HBC4ff }»---6275'AAAX.D.L.O.H8C3tiT OM OM r, I O.C. TO "0 u1,77,77 j. +I r lv 0 rnO a g { x �M Gam+ ' No.13409 ! F q ; i PRDnucT: Dooltt.ft mpa," AtFRD dNG xyetdon F SoAintdt S T FERGtASS IHIOR P,E.No; 43�p9 f!$ # y U 2 3.f0 T0� 1 It OED ADA O.&BUMP TIt(tESMOto .iK ,PART.MASSEMBIY: BUILDING CONSULTM-rS, it NO INC.DA UPDATE 70 57N ED. 2014 TEC DOOR FANM DFTAW P94.'Dox 230.Yatrko, FL 33593 Phan*No.t 013.899.9197 RMS16NS: f'BPE CJI. No. 9513 2014 R.W.Otltt.al"o dom. .—wro t"o. - 1-1/41MIN. �� 1 2 EMB.(rYP.) '� 4 4 21 20 :N•�. o rill nn1� . _ 8' 7 a °' 9S• . 3 S EXTERIOR 4p M N 'm an. X 2 oLl �a 3• p 3i W � o . INTERIOR 10 H 10 g d D 4 HORIZONTAL CROSS SECTION E o m 5 3 Shown w/IXsub-buck . C o EMe� 4 4 4 4 EMB.gyp.) a _ s �') QC MINK MINK C \\\ 20 21 21 20 � e . . 60 T-7 7 61 7 o 4p EXTERIOR 40 '7 63 40 EXTERIOR 40 o'FW�` El s - z -- -- - - -- a- -- -- -- - -- --- -- - $n • n a - Q - IAC-- - --- --- • • f _ 1q 10 INTERIOR 27- - 23 INTERIOR- 10_ 'L • L 10_ 9. o art: 0125114 2 B slue N.T.S. 4 m Or AL o' E a*x er LFS 3 r1,HORIZONTAL CROSS SECTION_ \HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION E o RVR WO a 3 Inrningshown-o°hwieg 3 trrswingslwwn-ou%wmg 3 Irsswissgshown-outswing FL-17184.24 v also approved atsoapproved aka approved a a I a:l�entsWsstWo,me PE...... Ar Ratl+Product AwPl Is1LAM4 FCerldaU Goa-mshfi9-0uawxx9lc•Draw#r+p1Curmid1FL-17194.21-154w%4-4 - ! m 'n O I20 O • , Rg a 4• Im UH 22 n 0 I0 V .� z. 0.1s, , 1-1/lrmlK o. C'SINK EMB.PYP.) (TYP.) 1.1(4"MIN. EMB.(fYP.) m m a # �� •O NC • p o 0 ni 0 jQQg .'D j E n �D o -a n �p ' �N f' OZ 0 z O Z ' CA N I0 1-1/4'MIN. EMB.YYP.) 4 EMB:(TYP.) m 1-11rMIN. ! N y EMB.(Mj m wnj I n I° " s � V .- m J—e A 1.1/4AAIN. EMB.(iYP) �•�'��` * e $ $ PRODUCT: 8 INC. NF.S0oIdt '��'lAv�ffsujlj��11Q�"� `, P.FlOR `. co y IN, 2 I .TO 13..Z ADWt DS BUMP.TNRE9#OlD JK. PART 08 ASSEMBLY: K BUILDING CONSULTANT$ INC. � :01 ,t� iy1 I 13 UPDATE TO ON TD 2014 f73C• JK' V V�/�/P.O. Box 230._Volrko• FL 33595 m # x No, DAT gY VWCAL CROSS SECTIONS •' PPoii.I+oa e+3e3e.v197 REVISIONS. FBPE CA No. 9313 ®3014 R.W.BUILDIMM Ca HXMTA—y!MW i 10 EE DErAIL IIlit TYP.HEAD �� zu'm.aa"_fo j MASMASONRY TY .HEAD b OPENING JAS oOPENING 4 9. ONRYJ ASTRAGAL I I FRAME-/ ASTRAGAL I I o v oz p�1 2X BUCK SHOWN FOR I SHOWN FOR REFERENCE_1A, 1 i 7X BUCK REFERENCE I I 4 0 f l F � I I II TYP SEE DETAILSILL" .II N saL 2g I I 211 SUCKANCHORING HINGEJAMII FRAMEANCHORING ASTRAGALSIRTKEJAMB Nis al 88 Masonry 2X buck conshucfion a L 3 27 LATCH i DEADSOIT OErA1L o 21W HOLE a 3/8`DIA. 6 CONCREfEANCHOR NOTES, DETAIL 2 c 1.Concrete anchor locations at the comets may be adjusted to maintoln the min. edge dBtance to modarjoints. 9 2.Concrete anchor.locations noted as MAX.ON CENTER"must be adjusted to u maintain the mks,edge dlttance to mortar joints,addltfortal concrete anchors = -- maytie requued to enswe the"MAX.ON CENTER dlmonsfon are not exceeded.-.-_ ------_---- --- —— _ --— ——_-- — 3 Concreteanctwtobfe —--- — --— 10 -- ANCHOR ANCHOR MIN MIN CLEARANCE MIN CLEARANCE DETAIL 1 + TOMAIONRy TOADJACEFLf OuhwmcoNtgmi TYPE' SIZE . `EMBEDMENT. ;EDGE ANCNOR - 10 0o aryl TArCON° 4" HoLE are 8/25/14 0 8'DIA. sn+e N.T.S.. >; ULTR/1CONe 1/4" 1=714" 1" 4" pNp q� AE m DETAfL i HINGE DETAIL au�, LFS ; WOOD SCREW INSTALLAIION NOTES." kswing conRgurofion 1.Maintain a mWmum 5/8"edge distance,1"end distonco,d I'o.e.Spacing of wood scraim to prevent the spf ttfng of wood. F1=77184:24 c n O 41F1T 5 Or8 O 'a I 19-K 10 ---@ SEE NOTE 1 ��.��'• •`�.�� m SEE DETAIL 10 ��frrn 1111 2.1 i O -_S J E:°� Z°�■til TYP.HEAD& MASONRY JAMBS I I ®° OPENING I I HINGE DETAIL V Cti D $d cs �z 0W �xO O I' ASTRAGAL �x ' FRAME SHOWN FOR REFERENCE ONLY II 5 t1 1XBUCK I y rs eo 27 W 7. N SEE DETAILTYP.I I SILL lATC111 DEADeoCTDETAn N Lw a y NINGEJAMS FRAMEANCAORING ASIRAGALS1RdEJAMA ■ ■ g Masonry IX buck conftctlon o a 2mr CONCRETMANCHOR NOM 1:comet@ anchor boofbm at fhe carrots maybe c*mfed to mahnfalh the m1n. �s- edge&fanco ro morta(ohh. s - _- DE 2.Conaeleoncho!bcorumnoredasTAAz oNca+rormnrbeoagnredro -- -- -------_----- --- --- - -- -- DETAIL - mdnfotn the mh,edge dhfcr—to mortacjoin$add horoof—to anrhod may be marked to onrvre"MAX ON CENTWdfnronsfon ore not e=e«ted. HOLE 1 Carueteonctw 1abLe 318*DIA. Q < M/N CLfiARANCE' MIN CLEARANCE a ANCHbR ANCNO_R MINS ■ ZYPE SIZE.' TOMASON tK- TOAOf!ICEM. EMSEDMEM .!EDGE ..•.ANCHOR:; —.. -- — N-2 V ^� TAInCONo 114' 1.11C Y T 6aE:"B 25 14 i r. Ukni CON u�• rllr 1• �' HOLE N.T.S. TADIM 91. AL VCo m 311V 1-1/c 3/B DIA t»s en lFS # WOOOSCREWINfTAILATfONNOtk3• DETAAR i DETAIL t attwla rsa. c 1.Marnrotnomwnvms/8•edgearafor�.rend'dw»..a t•o,c.sPa "or Inwftg configurdtan Outswtng eonBgwatfon FL-17184.24 a woodsaews fo orevont No spsffhg orwood. a s+aT 6 Llr� » i � I ? JL%Wt6tP SOS,irc PENMaMMA-4MM Product Mpmsb% :17184 RmOms Dw- DrewtWOxMKVL-17LS4,21-.2S.d#&4J r � � I f N I 1 V i y 3 � a i -+! 0.573' ,n fil '7- i IN .-..{�..__0.050" � h I 9 tt)fffFFf r c CZ f Nm 43M Y f kOA PRODUCh twwm4nb enpatw'eyt PtA51PR0INC• 4Yrndcn f.Schmidt ,FIBERGtA5S DOOR Pr No. 43409 ifit .OUNP-WHWM V JK PART OR ASSEMBE0. 2014 FOC JR_ ASIR4 AL DETA S P.O. @ort Z3t1, Valtttx, F1.33593 By I Phots Mo,:013.0.14.919'7 k / KhVISIONS POPE-Wt. Na 9513' iO�D1+t A.W.6Ytl,piNp MpN�tt{.TYIT(t tNp. r BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEMI DESCRIPRON MATERIAL '�••'� :Q�' ,In A IX BUCK SG�0.55 WOOD 21 POLYFIBER COMPOSITE JAMB POLYFIBER X. B 2X BUCK SG'>=:0:55 WOOD r3l #8 X-3"PFH WOOD SCREW STEEL __• *, IF c ' C 1/4 MAX-SHIM SPACE - LATCH STRIKE PLATE STEEL Gf� _a D 114 X 2.3/4 PFH ELCO OR ITW CONCRETE SCREW STEEL DEADBOLT PLATE STEEL E MASONRY=3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETEDOOR SWEEP �i��•'••,• •• `�� F 30 OR H0"PFH BLOCK COOK RYV CONGREITEOASTM SCREWC� STEEL ADAHOUTSWIRESHOLD NG HOLD BY-DLP A ALUMINUM DNI ji oo4 G. 3/16"X3.1/4"PFH IIW CONCRETE SCREW STEEL INSWING THRESHOLD BY DLP ALUM./WOOD , r § -4 H .1/4X 3.1/4 PFH ELCO OR ITW CONCRETE SCREW STEEL 36 OUTSWING'ADA BUMRTHRFSHOLD ALUMINUM .0 IL. J 114°X 3.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS L #10 X 2-1/7'PFH WOOD SCREW STEEL 41 DOOR SKIN(MIN.0.075!THICKI PLAST-PRO/NANYA Py=11,063 PSI MIN. FIBERGLASS ci 4. N 1/4'X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 42 TOP RAIL CELLULAR PVC. 3 ASTRAGAL STRIKE PLATE®HEAD STEEL 43 LATCH&HINGE STILE CELLULAR PVC .54 6 SEALANT SILICONE 44 REINFORCEMENT WOOD FOR LOCKS WOOD 7 WEATHERSTRIP FOAM 45 BOTTOM RAR CELLULAR PVC z 9 ,f HINGE STEEL 46 FOAM CORE POLYUREIHANE 10 #10 X 3/4 PFH WOOD SCREW STEEL 47 LATCH&HINGE STILE REINFORCEMENT LVL y 20 JAMB FINGER-JOINT-PINE WOOD ''51 ODLLITE FRAME ALUMINUM 30 g 52 #10 1-3/4'PFH SCREW STEEL 53 GLAZING COPOUND RED[-SEAL BY ODL,POLYMERIC FOAM P/MERIC FOAM 54 STRUCTURAL SIUCONE DOW#995 SILICONE g � 55" SCREW PLUG 0 60 ASTRAGAL 6063.75 ALUMINUM BY DLP ALUMINUM GI 61 CONCEALED STIFFENER 6063-T6 ALUMINUM BY PLASTPRO INC. 'ALUMINUM $ 62 SLIDE BOLT ROD STEEL a a .63 #8 X 2 PPH SCREW STEEL 4S6• c; 31,CGLASS rn IBOE � S 53 1"OVERAu m I3 w 53 54 GLASSTHK. p- 118-TEMPERED GLASS READ ASIDE_ - - ZT HFADLSIDE -- - -- 52 AIRSPACE _ 1/8"-ANNEALED-GLASS - ;- - 0DWSAFLDf®F" = o S 4'56• `� 456' q INTERLAYER =' - _ 1/B-ANNEALED GLASS S 53 DAM 8/25/14 i Gl GTATTNG DEfAIC su, N.T S. 7 j DWay: AL I i OK nn LFS 3 G ESHOLD NSWINGTNRESHOID 01115MADARUMPTFIRESHOLD DRU =w, 31 QOSN J3 6C5 — OSFIC FL-17184.24 Y i mm jLash o I I R R W Building Consultants, Inc. D Consulting and Engineering Services for the Building Industry D C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenificate of Authorization No.9813 ' I Report No.: F-L-1 7184.24 Date: March I 2016 Product Category Sub Category Manufacturer Product Name Swinging Plastpro Inc. Glazed Fiberglass,Double Door i Exterior 5200•W CENTURY BLVD. InswinglOutswing Doors Exterior Door Assemblies LOS ANGELES,CA 90045 "Impact" (440).969-9773 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt, P.E.(System ID# 1998)for Plastpro Inc.based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval, Department of Business&Professional Regulation. q I i RW Building Consultants and Lyndon F.Schmidt, P.E.do not.have nor will acquire financial interest in the company ' manufacturing or distributing the product or in any other entity involved in the approval process of,the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements I excluding the"High Velocity Hurricane Zone". f 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. t 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an.impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. t 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. I 5. Site conditions that deviate from the details of drawing FL-17184.24 require further engineering analysis by a licensed engineer or registered architect 6. See drawing FL-17184.24 for size and design pressure limitations. I d Supporting Documents: 1 r 1. Test Report No, Test Standard Testinn Laboratory Signed by TEL 01396243 TAS 201,202 and 203-94 Testing Evaluation Lab.�Jnc. Wendell W.Haney,P.E. TEL 01390365 TAS 201,202 and 203-94 Testing Evaluation Leb'.!,Inc. Lyndon F.Schmidt,P.E. 2. Miami Dade NOA Materials Testinq 14-0423.16 Saflex®PVB Interlayers(Eastman Chemical Company) 3. Drawing No. Prepared by Signed&Sealed by r No.FL-17184:24 RW Building Consultants,Inc.(CA#9813) 4c0��6 SCH4 jt°fcp�;' Lyndon F.Schmidt,P.E: 4. Calculations Prepared by .4c �:�`•�(;•C/'/S�c'�' °�. Signed&Sealed by {. Anchoring RW Building Consultants,Inc.(CA#9813); iso 43409 Lynd n F.Schmidt,P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Plastpro Inc.is manufacturing prodyctTAT OF ;r within a quality assurance program that complies.with ISO/IEC 17020 ani fad•° A' ,•; Lyndon F.Schmidt,P.E. Guide 53. e,fi�°4 t)n Y •`;:�.�° FL PE No.43409 ' 311012016 Sheet 1 of 1 °f`�°�S��CEoiC •�4`I I ,1 7/1/2017 Florida Building Code Online -7, . 1 o • • 0 ® • � - 1 • 1 r - .�+ j SCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats&Facts Publications FBC Staff SCIS Site Map Links Search i Fbiida Product Approval USER:-Public User pyyr j Product Approval Menu>product or Application Search>Application List>Application Detail I •" FL:# FL16177-R1 - Application Type Revision Code Version 01 Application Status ApprovedL 'J�p 7 7„ l I Comments Archived U Product Manufacturer Custom Window Systems Inc. Address/Phone/Email .1900 SW 44th Avenue Ocala', FL 34474 (352)36876922 Ext 255 brooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss i I Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc I I Quality Assurance Representative ]ay Lathrop t Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc f r Category :'ndowsSubcategory ngle Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 111 Evaluation Report- Hardcopy Received! I+ t Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 f: Quality Assurance Entity Keystone Certifications, Inc. f�f' Quality Assurance Contract Expiration Date 07/21/2020 f' Validated By Steven M. Urich, PE I r Validation Checklist- Hardcopy;iReceived ! is Certificate of Independence FL16177 RI COI EvalReo CWS-812B(SH-8100. IMP. NoSillAnch).odf I � i. i Referenced Standard and Year(of Standard) standard Year AAMA/WDMA/CSA/101/I.S.2/A440=08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1906-69 I 2009 PA TAS 201/202/203 1994 I , Equivalence of Product Standards hfps7Avww.floridabuilding.org[pr/pr app dol.aspx?param=wGEVXQwtDgvyf4ngAXhlOyBQgDbmBiPjuPdYuGeM3yYuIB82"/a2b,hew%3d%3d 1/2 7/1/2017 Florida Building Code Online Certified By Sections from the Code I I Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending MC Approval 04/25/2015 Date Approved 06/22/2015 i SummarV of Products i FL# Model,Number or Name Description 16177:1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. mis of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 R1 II CWS-8126(SH-8100. IMP, NoSillAnch).Ddf. 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 i r Other:SH-8100 PVC Impact, no sill anchors required. Safety FL16177 R1 AE DuPont PVB NOA 13-0129 27.Ddf t glazing required on outer lite above 30 ft. in HVHZ. Glass 1706177 RI AE EvalReo CWS-8126 7SH-8100. IMP.,-, f complies to ASTM E1300-04. NoSillAnch),Ddf , FL1617-7 R3 AE Ouanex(Mikron) NOA 12-1017 02,Ddf Created by Independent Third Party: Yes i f Bbck Next � i e. Contact ::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1624 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida,::Privacy Statement::Accessibiliry statement::Refund Statement 1 Under Florida law,email addresses are public records.if you do not want your a-mall address released in response Ito a public-records request,do not send electronic (, mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to section ik 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 l one.The emalls provided may be used for official communication with the licensee.However email,addresses are public record.If you donot 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: 110 R70 E, Credit Card Safe i C t ' I 1 i : C I ; i j i i httpsJiwww.floridabuilcing.org/pr/pr app d.aspx?param=wGEVXQwtDgvyf4ngAXhlOyBQtjDbmBlPjuPdYuGeM3yYul8821/o2blreW%3d%3d 2J2 SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: Gomm [IN HE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED O COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT DITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. S RATED FOR WIND ZONE 4 MISSILE LEVELD IMPACT USE AS DEFINED OCALA,FLORIDA 34474 ASTM E 1996 PER THE FBC; W W W.CWS.CC 2..GLAZING OPTIONS:(SEE SHEET 2) 53118'MAX.OVERALL FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:'O/X'. 17/8"MAX.UNIT WIDTH SINGLE HUNG 4711116'GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE.WATER w INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM ASTM E-1300.04, o � 1W- v o Q 63' _ I _ 5,ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED o 0 MAXI IN THE DESIGN OF THIS PRODUCT.SEE SHEET'6 FOR ANCHOR OVEY F- FLANGE I DETAILS.WINDLOAD DURATION FACTOR Cd-1:6 WAS USED FOR WOOD m m HEIGRALL HT ANCHOR CALCULATIONS. y B 3/1 O U N Z I B 2616• 6.PRODUCTAPPROVEDFORIMPACTRESISTANCE.:SHUTTERSARE. LL o O I GLASS NOT REQUIRED. a ' 12 DLO o Z> 61314' I 7.ALL FRAMES AND VENTS FULLY-WELDED.SMALL JOINT SEAM SEALANT ii O K MAX I USED AT FIXED MEETING RAIL AND JAMB. a D a 0 HE HT 8.SERIES/MODEL DESIGNATION SH-8100, a o V 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ¢ O X-OPERABLE SASH,0=FIXED SASH Ip Q 0 MAX I I 267/8 10.SECTION CALLOUTS APPLY.TO ALL ELEVATIONS IN A SIMILAR galmn Z HEIGHT I B D OSASH � 11:EXTERNAL WEEP SLOT=114•x 1.1/4^LOCATED 4'FROM BOTH ENDS. ��GQc;0 GENS'. II v t No 58201 �;�'P LUCKS A L yo STATE of tea` -- -- - Turner n 20-15-04-11 '''.F ...q!.e.:4� `� 6 A 15:15-04:00 � Sollif NA� e`�`,`, 451116* GLASS DLO Z--171- 49 318' 411112015 MAX.SASH WIDTH LUCAS A.TURNER,P.E. - - - - - - - - - - _ -- - - ---- --- --- -- ---- ---- ---—-- --- - 1239 JABARA AVE.-- - - NORTH PORT.FL 34288 PH:941.380-1574 GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERALNOTESBEIEVATIONS.....2 DESIGN PRESSURE BAT 06/18112 GLAZING DETAIL..;.............................2 MAX. UNIT SIZE IMPACT RATING SECTION VIEWS_O............................3 RATING P-cc �lsl�5812 R ANCHOEXTRUR M........................5 ANCHOR SCHEDULE L NOTES....-:6 51-7/8"x'61-3/4" +/-70 PSF LARGE MISSILE IMPACT INSTALLATION DETAILS...._..._.... .:6 SHEET 1 OF6 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA.FLORIDA 34474 W W W:CWS.CC 8100 PVC SINGLE HUNG IMPACT o � O 7B'OVERALL INSULATED GLA /8'OVERALL INSULATED GLASS S g W 0] m 1!6"ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED y 7/16'AIRSPACE 7/16'AIRSPACE LL N p c 5716'EMANATED GLASS -5/16'LAMINATED GLASS c m j N D Z 716'ANNEALED 1/6"ANNEALED ¢ O cr a D .090'PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT w m - 1/8'ANNEALED 1/8'ANNEALED ¢o 0 v) DURASEAL BY TRUSEAL DURASEALBYTRUSEAL d PURFECT GLAZE-W OR SIKAFLEX 552 4 PURFECT GLAZE W OR SIKAFLEX 5520]Q 0 14 112'GLASS BITE T4 1/2'GLASS BITE ��,5 Pt10REhi�t��' '��JGp�.��C 48 46 =v: No 58201 9' 23 * * * 1 1 �� O X90: STATE OF ;mak!` � �O R.1O S � 7� FIXED LITE SASH LITE 4/11/2015 LUCAS A.TURNER,P.E. -- FL PE A58201 - ------ - -- -------- --° --- -- -- ------ --- -' - — -=-=---- --_ -- ----- - - - ---1239JABARAAVE. ----- NORTH PORT,FL 34288 PH,941-380-1574 GLAZING DETAILS, DRAWN BY: DATE: BAT 06/18/12 DW I: R .. CWS-812 B s L: SHEET 1:1 20F6 INTERIOR WI ��, 1900 SW 44TH AVE. OCALA.FLORIDA 34474 W W W.CW S.CC 45 3 1 6 13 4 4 8100 PVC D o SINGLE HUNG U4 o IMPACT o � ,a coo 3 14 54 14 6 .66 83 19 4 w co SECTION B-B w m m m 4 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, o O RIGHT SIDE SHOWS SASH SECTION VIEW. N m O, W Z W 1a 39 0 a cc a¢ 40 Q pU 2 2B w O t 3 INTERIOR m ¢ OZ 9 6 s ,��.SDREH�•t,�� i ?.`�GEIVS�G�Q 4� 58201 -.-A 1a 93 .90.E STATE OF :�W�. •�i,�s;ONA' �6 3 y U 6 4111/2015 2 4 LUCAS A.TURNER,P.E. - - - - -- FLPE9 1 - - -- - - - -- -- --- - _5820. 3-- -- - - --- -- - ---- 30 — - -- - - - -- - -- ---1239 JABARA-AVE. -- NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRAPDON. SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 D W I: NOTE:ITEMS NOT SHOWN FOR CLARITY: CWS-812 B 20,25.26,36-37,44,51.52,55.56,64,67-68 L; SHEET 1:23OF6 PARIS LIST FRAMECORNERjnt{j ITEM I PART! IDCSCPJP710N VENDOR MATERIAL 311$---y 'CONSTRUCTION C?/{. i�1CyCRl1 I H-6031 Main Fr.,SH,wlFl.,PVC,Head Mikron Vinyl ` WINDOW SYSTEMS 2 H•6031 Mafn Fr„SH;w/Flg::PVC,Si0 Mikron Vicryl t t.t5lis• t 23»6 1900 SW a4THAVE, 3 H-6031 Main Fr„SH,wlFig.,PVC.L.Jb. Mikron Vinyl 2 i OCALA,FLORIDA 34474 4 H-6031 Main Fr.,SH,w1Flg..PVC,R.Jb. Mikron Vinyl 3 $ W W W.CWS.CC l� .6 S-1577 Impact Hook Keymark Alum 4 F10 8 H_6027, Sash Meet.Rail,PVG Mikron Vinyl 211n6' 1 7 5/$" 1 $ 1/16' 1 8100 PVCs 9 H•1497 Reim Sash Meet.Rail Keymark Alum L t/t$' CORNER WF�.D 10 H-6028 Sash Bottom Rail,PVC Mikron VinylL 1116" (ALL SIDES) SINGLE'HUNG 12 H-6004' Sash Slde/Top/Bot.Rail Mikron Vinyl ''$ IMPACT /3' S-1496 Romt.S,B.RJS.S.R PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 14. ',S-6064' GIz.Bd.,718' Mikron Vinyl 18 S-Wi3 SCnt.Adapt.,WINib.PVC,Horiz. Mikron Vinyl 1° a 19'. S-6014, ScrrAdapt.,PVC,Vert. Mikron Vinyl t 112- 20 56029-Sash Stop/Filter,PVC,Vert. Mikron Vinyl 13/16. 23 H-1699 Reinforcement,SBR Keymark Alum 718' 24 P-2190, Balance BSI 9/16" 2S P-3059 Sash Cam,PVC BSI Plastic 26 P 3046 Take Out CIO BSI SS 2118' 1/16• FIXED MEETING RAIL (p 27' P-3783 tock.Impact,PVC Interlock 7176 t SCREWEOT RFRA ER WITH U H I/76' OUTERFRAME 28; P-4069, Keeper,Impact,PVC interlock Zamac 1'$ o j 30 P-3215'jWeep,Cover.w/Flap Gaer Plastic- .,EINF.,IMPACT HOOK-1112 w 0 W 32 P-3429'Wstp.,0.270 x-107 back FinSeal,Graycr Itrateb PVC SASH SIDE RAIL fiU04 FIXED RAIL-1836 a F 37 P-4638 INS x.2-112 PH Mod.Truss,Type A,TEK 2 Fastenal Steel o a C� 36 P 3-- NB x 0.625 Ph PH SMS Hub City Steel t i t6' 9Jt6' t 118' a v 39; PA264W O8 x 314 F Ph FH#6 H ad, Hub City Steel 72 /6' 5116 °p w w 40 P-4264W HB x 314 FH wt#6 Head,TEK,Wht. Htl<t City Steel 0 � s n 44 P-3342 Seam Sealer,SM-5504 Schnee 718' 1e t'Sn6' t9 m a O 45 P-3752, Cap Plug.112'Hate M&M Nylon }_ fits' i1 OAS' 1116' Z Il16• J. ff►I��IfTt 47 P-3438 Sikaflex 552 orPurfect Glaze'H' 51kalHenkel PVC SCREEN SUPPORT-sofa p��N 412E W trq, 48: P-3352 Set elk.,85 Dur..118'x 518"x 2'Lg. F.Lowe Rubber- PVC SASH STOP-6025 PVC SCREEN CATCH-601 3 PVC FIXED RAIL COVER-6063 ��• P ....... 51 P-3881 Temporary T1.(NFRC/DP} �`�G4c' SF�` 52' P-3613: CWS Lbl.pogo) Pro Label 3/a. 6/b'' Va �- v:• No 59201 53' Sash SEE.SHEET2 GLASS -, 4' 64 Fixed SEE SHEET2 GLASS 3/te' t *. /� �/t t 9 7L 56 P-3281 Spacer Ouraseat 79 15116• 1_.i t/76 t� I I 1116' Z'PSTATE OF :�>z14 62 P-3218` Screen Frame,Horiz. Allmetal Alum Ins' }--V }--L SOK%%A, P'� 63. P 3218: Screen Frame,.Vert. Allmetal Alum REINF.BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD 6064 �i�F t 4 R�;�••'p��.` 64 P-3327 Screen Frame Comer Key Allmetaf Plastic REINF.S.B.R.IS.S.R.-1498 ��I; /ONAi.ti�>�`� 65 P-3581 IScreen Cloth,18 x 16 Fiberglass Bettenue Fiberglass gUnnnHT�1 66. P-3228 Screen$ptinoo,.155 Dia.,elk. Dapa Vinyl �y 67 P-3029 Screen Pull Tab Summit Alum 4/11/2015 68 P-3033 Screen Spring,SS Ft.Screen SS 70' P-3113 Screw.Support Ior PVC FL PE X 58201#68201 T.Plastics Nylon LUCAS A SP.E. 71. H-1836 Alum.Fixed Rail Keymark Alum - 0-3176'—. —..-- — ..r— _ _ — _—=-- --__=-- —_ - _-_--_ -- AVE:------- - -_ _ -1239 JABARA 72' S-6063 Cover,Fixed Flail Mikron Vinyl- -- - - O._ -^--- NORTH PORT.FL 34288 73 S-1112 Reinforcement,Impact Hook Keymark Alum PH.941-380-1574 74 P-3541 #8 x 112'.Pan Head.TEK Fastenal Steel 112 T 0 c I,Trt7N: - LINE ITEMS NOT USED: r----3'—— i BOM AND EXTRUSIONS 5,7,1 t,15-17,21-22,29,31,33-36,41-43,46,49-50.,55.57-61.61 _ 7!$ 7lis• 5 3116 0 -�---- DRAWN BY: DATE: SCREW SUPPORT-3113 BAT 06/18112 IMPACT HOOK S-1577 ow t: REV.: CWS-812 S-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET :2 40176 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE WINDOVVSYSTEMS L>;J� SEE TABLE 1 By OTHERS 1900 SW 44TH AVE. 1/4'MAIC SHIM SEETABLE 1 OCALA,FLORIDA'34474 SEE TABLE BY OTHERS W W W.CWS.CC SEE TABLE'1 MIN.EMBEDMENT PERIMETER,SEALANT SEE TABLE 1 MIN.EDGE DIST. BYINSTALLER SEE TABLE 1 8100 PVC' INSIDEAND.OUT SINGLE HUNG SEAUINTBEHIND O INSTALLATION ANCHOR FLANGE BY INSTALLER SEE TABLE 1 IMPACT 114'MAX.SHIM O � O PERIMETER SEALANT BYINSTALLER m ¢ y INSTALLATION ANCHOR INSIDE AND OUT w m m SEE TABLE t SEALANT BEHIND N O FLANGE BY INSTALLER e CONTINUOUS DOUBLE 3116'BEADS OF B HORIZONTAL SECTION c m TREMGLAZE U1600 SEALANTAROUND 6. TYPICAL JAMB ANCHORAGE `�" w Z W w ¢ CC PERIMETER AT ALL INDICATED POINTS c a BETWEEN FRAME AND BUCK BY INSTALLER. cc � 1/4'MAX.SHIM ¢ O y SEALANT BEHIND FLANGE BYINSTALLER01 m 6 Z PERIMETER SEALANT MIN.EMBEDMENT realer NSIDE AND O T SEE TABLE 1 ��r•�`�NORE W P 0 5p SUBSTRATE BY OTHERS v No 58201 ' SEE TABLE 1 MIN.EDGE DIST- SEE ISTSEE TABLE Sy; �� VERTIcAusECTION �9C STATE OF .'1& 6 TYPICAL BILL ANCHORAGE o.;q% ' <,O R NA'- 0 A; ?O�. 4/11/2015 TABLE 1-APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATE TYPE. _ ANCHOR TYPE__--— - MIR-EMBEDMENT MIN.EDGE DIST. .. FL PE N 58201 -�- CONCRETE(2.0 KSI MIN.) _---� 3116'ITWTAPCON 1.1/2' 1.118' -- -----P.ERIMETER'SEALANT---" --" --- - - --- - ----- 1239JABAR*-AVE.--" -- ---- BYINSTALLER NORTH PORT,FL 34288 HOLLOW ROUT t r " 2• INSIDE AND OUT ONCRETE(2.85 KSI MIN.) 3116'ELCO ULTRACON I• I' r_HORIZONTAL SECTION PH.941-380-1574 8 BOX FRAME INSTALLATION _ HE 5_CRI 1 _ HEAD AND SILL SIMILAR FOR BOX'INSTALLATION - - - - - 3116•ITW TAPCON INSTALLATION DETAILS 2XN IN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-318 7/8- FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MIN.SOUTHERN PINE(G=0.55) 910 WOOD SCREW Iar8' 7/8' UP TO AND INCLUDING-A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATF: 16 GAUGE(0.060-)MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULLTHREAD BAT 06/18/12 (33 HSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060• 7118 MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED WWG/C R 1!8'ALUM.(6063.75 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 B 1/8'STEEL(33 KSI MIN.) DRILLING'SCREW THRU 0.125' 7116' PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. scar: SHEET 1:2 .6.OF6 i ii 1239 Jabara Ave. URNER North Port, FL.34288 ENGINEERING & Ph.'941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 812B April l 8,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 517/8."x 61''3/4"unit size, +/-70 PSF,no anchors in sill I Manufacturer: Custom Window Systems,Inc. 1900 SW 44'h Ave;Ocala,FL 34474 Statement of Compliance: This.report evaluates the above-listed product per the requirements of FAC Product Approval Rule-Chapter 61 G20-3.005(4). This product complies with the requirements of the 51h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. i Technical Documentation: 1) This report,prepared by Lucas A.Turner;P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-812B,signed and sealed by Lucas A.Turner,P.E. 3) Test Report NUL-210-3 8.15-1 A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA,l01/I.S.2/A440-08 4) Supplemental Calculations to support CWS412B, signed and sealed by Lucas A.Turner;P.E. ,I Installation: Units must be installed according to approval document CWS-812B., Limitations of Use: This product: • May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS- 812B • 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 ft'in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB!1/8Ann)inboard lite t • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 1 I have evaluated the interlayer and framing materials in these Duponttand Quanex NOAs and find that they comply with the requirements of the 5,h Ed. (2014)Florida Building Code for use in this ' product. Certification of Independence: 1 do not have,nor do I intend to acquire, nor will!ii 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. j i, 'W�` P a...... * qL;. '�G E N S'-. -.r t • No 58201 :-P: � 4/18/2015 CC Lucas A. Turner;P.E. STATE OFtu� FLYE#58201 A� ID I I, R P�\�.` Lucas A. Tumer '`64/O�NA�0 2015-04-18 22:20-04:00 i` • • I I I M1AM}QADE MIAMI-RADE COUNTY PRODUCT CONTROL SECTION '11805 SW 26 Sheet,Room 208 DEPARTMENT OF.REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade:eov/economy I Kuraray America,Inc. 2200 Concord Pike,Suite 1100 Wilmington,DE 19803 1 SCOPE: f 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 pe0orm in the accepted manner, the manufacturer will incur the expense of such testing and the AHY may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building'code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Trosifol®Ultraclear,Clear and Color PVB Glass Iuterlayers 1` 6 APPROVAL DOCUMENT:Drawing No.G16-01,titled"Kuraray Trosifol®Interlayers sheet I of 1; 1 dated 10/10/2016,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,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. MISSILE IMPACT RATING:None LABELING:Laminated lites under this Product Approval shall be permanently marked!in a.corner of the glass with:a)Trosifol®PVB,b)Laminator's identification mark and c)MDCA,standing;for"Miami-Dade County Approved,This marks shall be applied by the laminator producing the larniinated glass. 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 remova'1 of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is �- displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job,site at the request of the�Building Official. This NOA revises NOA#14-0714.01 and renews NOA#14-0916.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. j NOA No.16-1117.01 CMIAM1oa�oeeo urrrrr Expiration Date: July 8,2019 Approval Date: January 19,2017 O1 f 13I Page 1 I Kuraray America.Inc. I NOTICE OF ACCEPTANCE:EVIDENCE SUBNIITTED, A. DRAWINGS 1. Drawing No. G16-01,titled"Kuraray TrosifolO Interiayers",;'sheet 1 of 1,dated 10/10/2016,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. i B. TESTS "Submitted tinder NOA #11-0624.01" Test report Standard Date Signature 1. A2280.01-10-18 ASTM D1929 03/29/11 Joseph A.Reed,P.E. i 2. A2280.01-10-18 ASTM D 635 03%29/11 " Joseph A.Reed,P.E. it 3. A2280.01-10-18 ASTM D 2843 03/29/11 Joseph A.Reed,P.E. 4. A2280.01-1.0-18 ASTM G 155 03/29/11 ,Joseph A.Reed,P.E. E 5. A2280.01-10-18 ASTM G 158 03/29/11 1 Joseph A.Reed,P.E. i "Submitted under#NOA #09-0323.15" Laboratory.Report Test Date S, ignature 6. ETC-08-1023-20266.1 ASTM D 635 12/12/08 Joseph L.Doldan,P.E. 7. ETC-08-1023-20266.1 ASTM D1929 12/12/08 Joseph L.Doldan,P.E. 8. ETC-08-1023-20266.1 ASTM D 2843 12/12/08 Joseph L.Doldan,P.E. 9. ETC-08-1023-20266.1 ASTM C 158 12/12/08 Joseph L.Doldan,P.E. 10. ETC-08-1023-20266.1 ASTM C 158 12/12/08 i Joseph L.Doldan,P.E. "Submitted under#NOA #09-0323.16" Laboratory Report Test Date Signature 11. ETC-08-1023-20267.1 ASTM D 635 09/11/08 Joseph L.Doldan,P.E. 12. ETC-08-1023-20267.1 ASTM D1929 09/11/08 Joseph L.Doldan,P.E. f 13. ETC-08-1023-20267.1 ASTM D 2843 09/11/08 Joseph L.Doldan,P.E. 14. ETC-08-1023-20267.1 ASTM C 158 09/11/08 Joseph L. Doldan, P.E. 15. ETC-08-1023-20267.1 ASTM C 158 09/11/08 Joseph L. Doldan,P.E. f r C. CALCULATIONS j 1. None. 001,4/1 9�/1210 17 Carlos M.Utrera,P.E. Product Control Examiner i NOA No.16-1117.01 Expiration Date: July 8,2019 Approval Date: January 19,2017 E-1 �, I Kuraray.America.Inc. I j NOTICE OF ACCEPTANCE:EVIDENCE SUBMIT TED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) I E. MATERIAL,CERTIFICATIONS 1. None. I R STATEMENTS j 1. Statement letter of code conformance to the 5t6'edition,(2014)'FBC and.of no financial interest issued by A1-Farooq Corporation, dated 11!14/2016, signed and sealed by Javad Ahmad,P.E. i "Submitted under NOA#14-0714.01" 2. Statement letter of code conformance to 2010 and 5b edition(2014)FBC and no financial interest,issued by PTC Product Design Group,LLC,'dated''66/24/2014, i signed and sealed by Robert J.Amoruso,P.E. 3. Distributor agreement dated 06/23/2014. A "Submitted under NDA #14.0916.10" k 4. Statement letter of code conformance to 2010 and the 5ei edition(2014)FBC issued by A1-Farooq Corporation,dated 06/16/2015,signed and sealed by Javad Ahmad,P.E. 5. Purchase agreement between E.I. DuPont De Nemours and Co. and Kuraray Co., F LTD.,dated May 22,2014: I r I s i I k F ptjl3j�l7 Carlos M.Utrera,P,E. f Product Control Examiner NOA No.164'117.01 Expiration Date: July 8,-2019 Approval Datc: January 19,2017 E-2 t j �, i I Kuraray TrosifolU Ultraclear, Clear and Colors Glass Interlayers 1 PRODUCT DESCRIPTION: MANUFACTURED BY: KURARAY AMERICA INC„ ,PVB DIVISION A PLASTIC INTERLAYER MATERIAL FOR LAMINATION WITH GLASS ON BOTH SIDES. 1A B A A TYPICAL GLAZING IS MADE OF THE FOLLOWING COMPONENTS: MIN, 1/8" (3.0 mm) ANNEALED GLASS B — MIN. .030 (.76 mm) KURARAY TROSIFOLO INTERLAYERS (ULTRACLEAR, CLEAR OR COLORS) A — MIN. 1/8" (3.0 mm) ANNEALED GLASS t MATERIAL PROPERTIES SUMMARY Kuraray Trosifole Ultraclear, Clear and Colors'Glass Inteirlayers TEST DESCRIPTION TEST METHOD TEST RESULT RAN,0E'_ 1 FBC CRITERIA SELF/FLASH IGNITION (F) ASTM D1929 769 TO 788 >650 _ SMOKE DENSITY ASTM 2843 7.2 TO 10.2 <75 1 BURN RATE (INCHES PER MINUTE) ASTM D635 05 <2.5 LXENON WEATRING° ASTM C158 �� —7.5% TO, 8.5%5 HE ±10% ! Table Notes: Alternate/Former Names: 1; Colors include but are not limited to the fallowing: Trosifol(g!XT Ouse Interlcyer ll Trosifol®Red (23::)e Bronze (369)6 Kurcroy Butachat PVB Glass Interloyer TroalfolO Light Green (819)6 Trosifol'Medium Bronze (559)e ; Trosifol®Sky Blue (499)6 Trosirole)Light Brown (55%)e TrosifolO Medium Blue (467)6 TrosifalO Medium Brown (249)0 Trosifol®Violet (317)6 Trosif O�Grcy (45y)6 ?' Trosifol®Shining White (89)6 Trosifol®Asahi Grey (427.)e Trosifol Sond White (696 Trosifol®Solor Grey (44X)6 Troslfa re White Translucent (657)6 Trosifol®Ocean Blue (739.)6 Trosifol®Light Blue—Green (717.)6 2. Ranges shown envelope results from oil product testing. 3. Flame did not reach referance mark. 4. Weathering oe per the Florida Building Code. 5. Percent difference between control and weathered specimens as per FBC 2614. 6. Light transmittance percentage. i i s PRODUCT REVISED Note: as eomply�"og with the Florida KURARAY TROSOFILP ULTRACLEAR, CLEAR AND COLORS GLASS INTERLAYERS . Building Code CAN BE USED INTERCHANGABLY.' I NOA-No, 16-1117.01 THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. a Expiration a 07/0$/2019 SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A NOA TO ! I, THE MIAMI—DARE COUNTY PRODUCT CONTROL SECTION AND SHALL SUBMIT Mtam s Product Control TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE `�� Z SYSTEM USING 'THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO "' '• �� CHAPTER 16 OF THE FLORIDA BLDG. CODE. i trevisions: drowin ria. it Ulf a IAL A-F ROOQ CORPORATION Kuroroy Trosifol Interloyers - g r I !?rC{FiEErtSA,PRODUCT DEVELOPMENT escrf ton G16 0'1 aF { 9900 SUNSETDRNF,SURE220 Kuraray America, Inc. PVB Division A 1.16.17 UGHT% ~� C! MUW MOR1DA331Td (C". 0501) 2200 Concord Pike, Suite 1100 REVISED Cdatr. io-to-fe �i ` tri.(sos)2"4L=o FAXPOW¢ssasrre �� i ,�'•��kl7ftlt?<; `\�� Wllmingto'n, DE. 19803 � --. (— - SXA7JNG 6713,01 TEL (334) 278-4855 FAX sheet 1 of 1 )r)11111(Ittt� i i` i r i MIAMI•D�►DE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) WWW.miamidade.Eov/economy Quanex Building Products,Inc. 1034 Sixth Avenue North Kent,WA 98032 SCOPE: 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 G Section(In Miami Dade County)and/or the AIV(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 P; reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control # Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. l DESCRIPTION: The approved White Rigid PVC Exterior Extrusions for Windows and-Doors are to be produced by Extruders Licensees in"AAMA Certification Programs for rigid PVC.Extrusions".The extrusions shall meet ASTM D 4726,classification(ASTM D 4216) 1-10154-33-0000, 1-20131-13-0000 or 140131-13 and the following properties. I, i a Description Test :Properties Rate of Bunting ASTM D635 Class CCI 1 Self-Ignition temperature ASTM D 1929 925°F>650°F Average Smoke Density Rating ASTM D2843 43 <75 Flame Spread Index ASTM E84 26.2<75 Tensile Strength(Difference: *Exposed&Unexposed) ASTM D638 4.98%< 10% 1 *Exposed per Section 2614 of The Florida Building Code. I; I MISSILE EMIPACT RATING:None i. This NOA renews NOA#12-1017.02 and consists of pages 1 and 2;as well as evidence page E-1. The submitted documentation was reviewed by Carlos AL Utrera,P.E. NOA No:17-0206.10 Mu►rswaoe eourrnr Expiration Date:December 26,2022 03/ZZ!?417 1 Appebval Date:March 30,2017 Page 1 � I i i • I I MIAMMOADE n1n-nAnE COUNTY i PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade eovleeonomv I Quanex Building Products,Inc. 1034 Sixth Avenue North Kent,WA 98032 i LIMITATION:This approval does not include an evaluation of structural performance of this component. Test reports and other required documents shall be submitted to Dade County Product Control;showing that the systems using this PVC Extrusion will resist the loads according to Chapter 16 bf the F.B.C.,in order to issue a specific product approval for the system. V LABELING:Each carton containing certified extrusions shall be labeled with the iAAMA PVC Extrusion Certification Label with the extruder name,city,state and`%MCA".In addition,(a)each teed Extrusion shall be labeled every 4 ft or less on the underside with the Extruder Code and"MDCA"or(b) each finished product assembly shall be labeled with a permanent label and/or stamp with the Extruder Code and"M_ DCA". ! RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been j no change in the applicable building code negatively affecting the performance of this product. 11 i TERMINATION of this NOA will occur after the expiration date or if there has Teen 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 i to comply with any section of this NOA shall be cause for termination and removal of NOA. i 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 r 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 R` distributors and shall be available for inspection at the job site at the request of the Building Official. I i NOA No:17-0206.10 M�"�°AD;courirY Expiration Date:December 26,2022 Approval Date:March 30,2017 Page 2 I I i i Quanex Building Products,Inc. NOTICE.OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. None. B. TESTS "Submitted underAAMA Master File#98-0036" 1. Test report on Rate of Burning,Ignition Temperature,Density of Smoke, Surface Burning Characteristics, Accelerated Weathering and TensiliProperties Test of"PVC Extrusions from 5 different manufacturer"selected by AAMA",prepared by ETC Laboratories,report#ETC 97-26440910,dated 04/21/1998,�'signed and sealed by J. L.Doldan,P.E. f C. CALCULATION 1. None D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATION "Submitted under AAAL4 Master File#12-1037" 1. Procedural Guide for the AAMA Fenestration Exterior Thennoplastic Profile.Certification Program(AAMA 109-11). 2. Voluntary Specification for Rigid Polyvinyl Chloride(PVC)Exterior Profiles(AAMA 303- 08). j F. STATEMENTS "Submitted underAAMA Master File#IS-0333 . 1. Statement letter of code conformance to the 5 'edition(20,14)FBC,issued'by Turner Engineering&Consulting,Inc.,dated 02/19/2015,signed and signed by Lucas A.Turner, P E. 2. Standards'equivalency report issued by Turner Engineering&Consulting,Inc.,dated G 02/19/2015,signed and signed by Lucas A.Turner,P.E. y "Subnutted underAAMA Master File#124 03 7" 'r 3. No financial interest issued by Turner Engineering&Consulting,Inc.,dated 04/25/2012, signed and signed by Lucas A.Turner,P.E. G. OTHERS 1. Manufacturer's acknowledgement letter issued by Quanex Building Products,Inc., dated 01/20/2017 and signed by Douglas W.Allen. G 2. Association release letter issued by American Architectural Manufacturers Association, dated 01/24/2017 and signed by John G.Smith. j "Submitted under NOA#12-1017.02" ' 3. Letter stating that Mikron Industries,Inc. is a wholly owned subsidiary of Quanex Building Products,Inc.,dated 10/10/2012 and signed by David C.Gadd. 9 �� .3�ZZ1Z01 Carlos M.Utrera,P.E. Product Control Examiner NOA No 17-0206.10 Expiration Date:December 26,2022 Approval Date:March 30,2017 E-1 I ,' 6/1372017 Florida BUiding Code Online nwh .&XV �r e 6e15 Home I Log In I user Registration I Hot Topic I Submit Surcharge Stats B Facts I Publications l Fdc Staff I BUS Site Hap I Unks Search Florida Product Approval WP r USER:Public Use, Produft APorovai Nenu>ProduLt er Aoolicatlon Search.',Application List>Application Detail FL# FL5823-R7 Application Type Sion Code Version 2014 FL- Comments Application Status Approved • Archived i � l Product Manufacturer =36&-6922 w Systems Inc. ! Address/Phone/Email Avenue 4 2 Ext255cc i Authorl2ed Signature Stephen Brooks sbrooks@cws.cc I f P Technical Representative Erin Koss I ' Address/Phone/Email 1900 SW 44th Ave. l Ocala, FL 34474 S (352)368-6922 Ext 291 I E e ekoss@cws.cc { E 4 Quality Assurance Representative )ay Lathrop � 7 Address/Phone/Ercall 1900 SW 44th Ave. Ocala, FL 34474 i (352)366-6922 Ext 291 I � jlathrop@cws:cc r Category Windows Subcategory Single Hung ` t Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed !° Florida Professional Engineer Evaluation Report-Hardcopy Received " I, f t Florida Engineer or Architect Name who developed Lucas A.Turner ` the Evaluation Report f E Florida License PE-58201 I , Quality Assurance Entity Keystone Certifications, Inc. $ Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE F i l Validation Checklist- Hardcopy Received Certificate of Independence FL5823 R7 COI EvalReo CINS-1550 fSH,-8100 Imoactl odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/1.S.2/A440-05 2005 ASTM E1300.04 2004 , (i ASTM E1886-02 2002 ASTM E1886-05 2005 ASTM E1996-02 2002 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 f h*JAvww.floridabuilding.orgfpr/pr app dtl.aspx7param=wGEVXQwIDgvMdF6zR4iHLrSiEW2m3mv6quhOZVN9J%2tnv%3dl' 1/3 4f I .. I 6/13/2017 Florida Building Code Online I Equivalence of Product Standards Certified By I ' Sections from the Code I 1 Product Approval Method Method 1 Option D I i Date Submitted 12/16/2015 Date Validated 12/16/2015 Date Pending FBC Approval 12/21/2015 Date Approved 02/10/2016 i SummarV of Products FL# Model,Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact) Limits of use Installation Instructions Approved for use In HVHZ:Yes FL5823 R7 Ii CWS-155C(,SH-81001 Impact)odf it Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201'. i Impact Resistant:Yes Created by Independent Tiiird Party:Yes , a Design Pressure-N/A Evaluation Reports Other.Large Missile,see installation dwgs,for Max.size FL5823 47 AE DuPont PVB NOA 13-0129 27.pof and DP.Outer lite In I.G.must be safety glazed when used FL5823 R7 AE EvalReo CWS-155C(SH-8100 Impacr.),...df above 30 ft,in HVHZ.. Glass complies-to ASTM E1300-04. FL5823 R7 AE Ouanex(Mikron)NOA 12-1017 02.pdf ; Created by Independent Third Party,: Yes } r15823.2 SH-8100 Cont. Hd.&5111 SH-8100 Cont.Hd.&Sill(double Single Hung),Impact, 74 , I/8"x 63", Limits of Use Installation Instructions .Approved for use in HVHZ:Yes FL582 R7 Ii CWS-140B(SH-8100. IMP. 74 63 Approved for use outside HVHZ:Yes CONTHDSLI.pdf !V Impact Resistant:Yes Verified By: Lucas A.Turner 582011 Design Pressure:N/A Created by Independent Third Party':Yes E Other.Max, unit size 72-7/8"x 61-3/4".Outer lite In I.G. Evaluation Reports l must be safety glazed when used above 30 ft.In HVHZ. Glass EL5823 R7 AE DuPont PVB�NOA 1340129 27 pdfL—' complies to ASTM E1300-04. FL5823 7 I CWS-440B fSH-8100, IMP, 4x 3 G CONTHDSLI.pdf FL5823 R7 AE Ouangx(Mikron)NOA 12.1017 02 odf I Created by Independent Third Party:Yes 5823.3 _ SH-8100 Cont, Hd,&Sill SH-8100 Cont. Hd. &SIII(double Single Hung),Impact, 74 1/8"x 72". Limits of Use Installation Instructions } Approved for use In HVHZ:Yes FL5823 R7 II CWS-4918(SH-8100. IMP 74x7 Approved for use outside HVHZ,Yes CONTHDSL).pdf Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure: +67.5/-67.5 Created by Independent Third Party:Yes { Other:Large Missile, DP= +/-67.5 psf, Max.size 74-1/8"x EvaluationAeports 72", Outer lite in I.G. must be safety glazed when used above FL5823 R7 AE DuPont PVB'NOA 13-0179 27ndr 30 ft. in HVHZ.Glass complies to ASTM E1300-04, FL5823 R7 AE EvelRep CWS-4918(SH-Q100. IMP. 74x72. CONTHDSU.Pdf FL5823 R7 AE Ouanex (Mikron)NOA 12-1017 02.pdf j Created by Independent Third Party:Yes 5823.4 SH-8100 Vinyl Single Hung OrielSH-8100 Vinyl Single Hung Oriel Window w.HD FMR,5 HI sash, t Limits of Use Installation Instructions Approved for use in HVHZ:Yes F15823 0 iI CWS-2950(SH-8100.'IMP. 52xg6)ydf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by•Independent Third Party:�Yes 1 Design Pressure: +70/-70 Evaluation ReportsI ' Other.Large Missile,52"x 96"W/5 HI sash, +/- 70 psf. FL5823 R7 AE EvalRep CWS-2950(SH-8100 IMP FLANGE ONLY.Outer lite In I.G. must be safety glazed when 52x96).Pdf j used above 30 ft. in HVHZ.Glass complies to ASTM E1300- FL5823 R7 AE Kurarav PV8IN0A 14=0916 10,pd 04. FL5823 R7 AE Kurarav$GP,NOA 14-0916 11 pdf FL5823 R7 AE Quanex(Mikion) NOA 12-1017 02.pdf Created by Independent Third Party:'Yes hft JAvww.floridabulldi " " ps ng,org/prlpr_app dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHl.rSiEW2m3m"v6quhOZVN9J/o2bw/"3d y3 0312017 Florida&Biding Code Online .I Contaql V ::7601 Blair Stone Road.Tallarraesee FL-32399 phone:850.487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida:: FrLyaN Statement::Acressihllity Statement::Refund Statement Under Florida lain,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 electron<c malt to this entity.instead,contact the office by phone or by treditional mall.If you have any questions,please contact 850.87:1395.-Pursuant to Section 45S.275(1),Florida Statutes,effective October 1,2012,Ilcensees'Ikensad under Chapter 455,F.S.must provide the Department with an emall.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 dd not wish to supply'a personal address,please provide the Department with in email address which can be made available to the public To determine If you are a licensee under Chapter 455,F.S.,please click t>=. Product ApprovslAecepts: ® wzg ng Credit.Card Sate I � � t f I! i r t li r r, I I t I ' f, I }li I F ,I p hhps:/www.foridabuilding,org/pr/pr_app dil.aspx?param=wGEVXQwtDgvMdF6zR4iH(rSiEW2m3mv6quhOZVtd9J%2bw°/a3d"' M I ' -- SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN 16 DESIGNED AND MANUFACTURED T PLY WTTH T14E FLORIDA BUILDING CODE(Foe).CURRENT HZ AND E IN 0�OM V:) 74 lAr MAX.FLANGE-fflDTH EDITI INCLUDING THE MGM VELOCITY HURRICANE ZONE(HVHZ)AND -1900SW44THAVF- RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACTIUSE AS DEFINED ALA- Is FLORIDA 34474 IN'jASTM E 199G PER THE,FOC, WWw'CWS'CC` 35 Tr MAIL SNGLF UNIT WIDTH 21 GLAZING OPTIONS-(SEE SHEET 2) 31 SliG' 8100 PVC -NEGATIVE DESIGN LOADS BASED ON.TESTED PRESSURE AND IMPACT GLASS TABLES ASTM C-1300-04, -POSITtVeDESIGN LOADS RASEI)ON.TESTED PRESSURE,WATER MAX INFILTRATION TEST PRESSURE AND GLASS TABLES FLANGE ASTME-1300-04 14EIG14T B --TT' 1 B S.ANCHORAGE:THE 33,113%STRESS INCREASE HAS NOT BEEN USED MASS OLD I IN THE DESIGN OF THIS PRODUCT.,SEE SHEET 6 FOR ANCHOR DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w Im I ANCHOR CALCULATIONS. MAX 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE T 0 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOWT AM SE SEALANT m USED AT FIXED MEETING RAIL AND JAMB. 9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING. a 0671V X I �'O'\ MAX X OPERABLE SASH.0 m FIXED SASH GLASS DLO 6_1 SAS14 10.SECTION CALLOUTS APPLY,TO ALL ELEVATIONS IN A SIMILAR LOCATIOR I ---1 0 1 It EXTERNALWEEP SLOT tl4"x 1-114*LOCATED 4"FROM BOTH ENDS. Ci' e Z�P STATE or- JW 29-, xm Lucas A.Tumor LUCAS A.TURNER,P.E. FL PE N S820i ' NORTH -_ � f WINDC/W.SY51EM5 11900 SW 44TH AVE. (OCAtXR.OAIDA34474 www.cws.cc +, s1w Pvc SINGLE HUNG IMPACT —-718'OVERaII tNSuui7_ED Gt.ASS ——7W OVERALL,.INSULATED GLASS —W ANNEALEDORTEUPEREO `�------ ! ANNEALED OR TEMPERED 7/IK"AIRSPACE —.+— 7116t8• AIRSPACE $ r p —St16'LAMINATED GLASS L—546"LAMINATEDGLASS ` } i ---VT ANNEALED I fir ANNEALED w ---.040 PVB INTERLAYER BY DUPONT 1—CM WB INTERLAYER OY DUPONT � � 0 0 z i �- —I18"ANNEALED - 118"ANNEALED T DUAASEAL BYTRUSEAL `p' �' Z W , Dl1RASEAL 9Y TRU5EAl I w �U W �0}PURFECTGLAZE"H'ORSIKAFL£XS52 9?PURFECTGLAZE'WORSIKAFLEX552 p p g1 C 12•GLASS OITEt IR'GLASS BITE _ Q 7-._ If _ �DRREt{`frfti4 `� v '�Jt �•7'G..i3 S'F•.2m -E v' No 5B2D1 .9 STATE FIXED LITE SASH LITE •�+�.t1`,'ch�G R: pe...,.NA 4111/2015 LUCAS A.TURNER,P.E. —N 8F13 2g8-j - --- j FLPE95 ! 1239JABAR - —_ dRTH:Pd39T, — --' - -v PH.941.380-1574 - GLAZING DETAIL ADE 01126/09 UWW-03- CWS-440 B $ SHEET 1:1 SOF6 a Vii` rIa �a atx e. s : 1 'Y 1800 SW 44TH AVE. lilt OCALA.FLORIDA 34474 t _ s WWW.CWS.CC ' 8100 PVC Cr — SINGLE HUNG o I t IMPACT i 14_ t4 zoo iol T4 S a a SECTION VIEW 8.8 w m a z gLL n <7�53. Ott cu a�a .,. i � o � Z) o az' 09 `¢t10%SolREW alri�� No 58201 i"%%I STATE or- 0 1; F0p`gtt.!!0 r29, W _ AZ 411112015 LUCAS.A.TURNER.P.E. __6 FL PE N 58201 E _ 1239,JA9ARA AVE - ---- _--- - - ---NORTH�_—-- PORT; 3-4288--- H FL 34288-- H9 .11574 - — -- ? ! SHE i E9GA�PTIpN: SECTION VIEWS SECTION VIEW A-A SECTION VIEW C-C MAWN m: UA - ALTERNATE FIN FRAME ADE 01/26!09 wGa: 4 ITEMS NOT SHOWN FOR CLARITY: CWS-440 B 6.18,32 SHEET L 1:2 3OF6 ITEM PART tM DESCRIPTION PARTS LIST VENDOR MATERIA! 311W FRAME CORNER t3,NSTRUCt10N �, � ��J}t)��(/d 1 1.6031 lFrame Head,Fig- M(kron Virryf 2 K6031 Frama Sill;Flit, Mikron Y[nyI ( I Ito SW"TH AVE. 3 H-6031 Frame Jamb,Flq, Mikron Vinyl OCAtA,FLORIDA34474 4 1.6031 internal Fr.,Jb. Mikron Vinyl www.CWS.CC 5 H-6026 Frame.Fin Mikron Vinyl 4` the 2 tNie- 9+1ti s S;6025 ash stop/Finer Mikron Vinyl ,t,c o 8100 PVC kk 7 1-1836 tum.Fixed MDot.ftaif Keymark Alum c�� DEWELD SINGLE HUNG 8 H•6027 Sash Top Rail Mikron Vinyl L_1•- 1:6 9 1-1497 Reinforcement for STR Kaymafk Alum IMPACT 10 H-6028 Sash Bottom Rail Mikron Vinyl PVC FRAME FLANGE-03t 1 11 H-1699 Reinforcement for SBR Keymark Alum PVC rRAW FIN-M I I 1 m 12 1.6004 Sash Side Rail Mikron Vinyl 13 S^1498 Reinforcement for SSR Ke mark Alum '1y1c— Y ITi I �'-2Y16—•+ --� pip 14 S-6064 Glazing Bead Mikron Vinyl i 15 P•3059 Sash Cam M8M Plastic :? tq, f m 16 P-4479 Weep Housing 8 Flap Assm. M&M Plastic 158 t via, t SB FlXED 4EETwG RAIL vi 17 Block 8 Tackle Balance Caldwell Steal I{ [� a+� SCREWEDTOGflTHER WITH I v 2 18 P-3295 Take Ow-Clip Summit Sleet .{._ tn6- ll +rt6- .�� OUTERFRAME 1:8 ♦ e r!1 19 Sash SEE SHEET2 CARDINAL GLASS }� $ Z> PVC SASH SIDE RAIL-M4 PVC SASH BTM.RAIL-6628 PVG SASH MTC.M14602T 20 Fixed SEE SHEET 2 CARDINAL GLASS a oW 21 P-3429 Wstp..0.270 x 0.187-baok FmSeai. UltraFAS Nylon c a 22 P-4638 #8 x 2-112 PH Mod.Muss.Type A. Fastenal Steel 2 t5116- f t,z_ , i a c 23 #10 x 1 112-Panhead SMS Fastenal Steel 1 7 �1 enc i > > Cl 24 Flat Washer Fastenal Steet ++ o I; w 25 S•6014 Screen Support Mikron Vinyl I 41 ! T` j—_ J j rq a z� 26 9:90-13 Screen Catch Mikron Vint '3 4^ 2 4 8' t»s fy16• i J 1 vt6" y 3118- �Vinyl ' }_. .045 Ntauup4q 27 5.6063 Fixed Support.PVC Team Rubber T } ine _— p`?pNG S'rVP�,i 28 P-3213 SCrtnr+Su PVCSASHSTOP-6025 PVC FXDRAB•COVER-6063 ! G F. Z 29' P3352 Sot.Bik.118"x518"x 2" Frank Lowe Rubber + INiERNAt t4ULt BAR-2727'167 rzTC RArLaaa6 v r No 58201 30 5.6018 MuilbarCowr Mikron Vinyl = =�: a :tIc 31 P-3767 #10x I Hex Head Tek Fastenal Steel oy '¢` 32 P-3342 ISeam Seater,SM-5504 Schnee 1!4 STATE OF •LU 33 ISikaFtex 552 or Purtect Giaza'H' SikalHonkei 3rt6`_ (( , T 9 T--�- f f 4 1.0, •:;f O R t O t;r�e+;: 34 P-3541 08 x 112 Flat Te Fastenal Steel �E-�= cJ T 15+16' 35 P 4051. #8 x 1 V4"PH Flat Tek Fastenal Steel - 36 �P-3783 Lock Interlock Steel REINF,S.S.R.-1496 REINF.S.T.R.•1497 RE1NF,S.B.R.•1699 PVC GLAZEDEAD•6DU 37 P-4069 Keeper Interlock Stool 4/11/2015 38 P-4264 #8 x 314'PH Flat wt#6 Head Fastenaf Steel 1 1� �� I LUCAS A.TURNER.P.E. 39 P-3752 Wle Plug M&M Plastic y16 II ,r2— t ua fes' FL # 40 P^3559 08 x 3W PH Pan Tok Fastenal Steel I r WIS. a. A BAARA A t ' �I S238SAVE 4t H-1727 internal Mutibar Keymant Alum _—_--`_ NORTH PORT.FL 34288-' -- — ----- -- -- _ - =44- --P-3218- Screenfmme-- "- --- - ALL Metal' - Alum - --1/rC - t-trio• ' SCREW SUPPORT-MIII i PH.941.380-1574 45 P-3321 Screen Confer Key ALL Metal Plastic PVC SCREEN SUPPORT-60r4 PVC SCREEN CATCH 6013 6Ei DE rnPrlON. 46 P-3228 Screen Spline DAPA Rubber 47 P-3033 Screen Spring F_LA Scroen =—Steel - -BOM AND EXTRUSIONS 48 P-3029 Screen Poll tabSummit Alum ORAWNRY, DATE: 49 Screen Material NY Wire Fiberglass , ADE 01!26!09 50 P-4959 WSfp..0.420 x 0.187 back URraFAB Nylon e; LINE ITEMS NOT USED: GWS•440 B 42.43_� NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063.76 UNLESS OTHERWISE NOTED. s -SHEET 12 .40F6 ANCHOR AT MIDSPAN(TYP.) ^T �--�._....._ —_-._ __.,._•„i_ I�:a��/l� g'MAX.(tYP.) 1 --+--4•(TYP.) 4'MAX,mP)— —q'MA D.C.mP.I DETAIL 1 WINDOW SYSTEMS I 6'MAX.tTYPJ—: � � �-i—a-tTYP.I .-SEE NOTE 2 C MAX.(N I 1 � r I j� —SEE NOTE 2 1 1900 SW OATH AVE. — —- OCALA.FLORIDA 34474 W W W,CWS.CC I __T f 16 X16 a' f 169116, I ' 8100 PVC f MAXO.C. a MAX O.C. f (� MAX O.C.O I SINGLE HUNG (TYP.) (� f mp.) 1 (TyP.) f IMPACT tGg1tC --I (TYPJ ( ! f I u I f 3 0z0 E ' f wpm 1 i i I k LL p 4 4 INSTALLATION I i I ANCHOR(ry,P.} — I INSTALLATION Z W 4 cc ILA ANCHOR LAYOUT•fFINI NTERNAL MEUli ATTACHMENT I w w¢ ANCHOR LAYOUT•IFLANG� 1.2 +- � � w I � �o i ?,Jr No 58201 ID NOTES: '%V. STATE OF ,4U ��4O�tC!Ay O p t;:\!� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. S 4 1 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD DEA SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 1t4`,USE SHIMS,VMERE SPADE GREATER THAN tttW iS PRESENT.LOAD BEARING SHIMS SHALL BE I � CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED, 3.ANCHOR TYPE.SIZE.SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS.SEE TABLE i,-SHEET S. I 411112015 4,ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT RIATERIAL OR COATING,DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A,TURNER,P.E. BE PROTECTED TO PREVENT REACTION. PE N 58201N. 1239 JARARA AVE. S.INSTALLATION ANCHORS SHALL 8E.IN ACCORDANCE_WITH ANCHOR MANUFACTURERS.INSTALLATION INSTRUCTIONS;AND�ANCHORS�SHALL"NOT BE USED IN SUBSTRATES WITH STRENGTFIS LESS-THAN THE MINIMUM NORTH PORT,FL 34288 -- -- - ----=-SPECIFIED IN TABLE I,SHEET6:" - f PH.941-3BO-1574 �SHBETDE6CRIP WN: S.ANCHOR EMBEDMENT LI SUBSTRATE SHALL DE BEYOND WAIL DRESSING OR STUCCO.FOR CONCRETElCMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE, ANCHOA'SCHEDUtE'AND tNSTALLATX)NS TO SOL10 CONCRETE OR GROUT-FILLED CNIU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE- - __— j_ INSTALLATIONS TOwHOLLOW,CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.— i NOTES A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY.1'FOR WOOD AND METAL 1 ADE 01126/09 8.WOOD OR MASONRY OPENINGS.BUCKS AND BLACK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. a�, — SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLET,SHEET 5.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS- 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OFTHE-REFERENCE DOCUMEN440 B TS: caC€-44D FMAIAAMA 100(FIN WINDOWS),FMAtAAMA 200(FLANGE WINDOWS),FMAIWDMA 250(00X WINDOWS),FMAIAAMAAVOMA 300(EXTERIOR DOORS) SHEET 1.20 5 OF 6 MIN.EMBEDMENT --- y TYPICAL HERO ANCHpRAGE SEE TABLE t $UBSTRA?E BY OTHERS _ WINDOW: MIN.EDGE DIST. SYSTEP(S VC SWM 'SEETABLEi %9N.EDGE OW. — SUBSTRATE{ 1800 SW LITH AVE.SEE SEETABLEI BY OTHERS lSEE TABLE I ,OCALkFLORIDA34474 I 'SUBSTRATE BY OTHERS -i---^-; I 114*MAX SHIM SEE TABLE I `'`� f WWW.CWS.CC A4N:EDGEDSS7. { MIN.TA EMBEDMENT SEE TABLE BY INSTALLER ER SEALANT--- SEE TABLE t IN INSTALLER — ��1 INSTALLATIONANCHO.R-- ( 1. A- � 7 8100 Pvc SINGLE HUNG INSIDE AND OUT J� SEE TA&.EI MIN.EMBEDMENT .SEALANT BEHND -✓/ FLANGE BY INSTALLER (,�114'MAX.SHIM SEE TABLE•1 IMPACT E 0 i-•->sEfliMETEA SEALANT I PERIMETER SEALANT DY INSTALLER,BYINSTALLER iNSIDEANDOtR • Ct i INSIDE AND OUT INSTALLATION ANCHOR Y W SEE TABLE t' w W�" SEE ON ANCHOR----- i FLANGE HINO W F- f0 SEE TABI£i FLANGE BY INSTALLER SEALANT BEHIND y FIN BY INSTALLER U U l Z j 1KSRI20MTAL SECTION HORRONThI SECTK)N u°Q, LL O TYPICALIAMO ANCHORAGE � 6y TYPICAL FIN ANCHORAGE ~ a I HEAD AND SILL SIMILAR FOR FIN INSTALLATION a4r $ .�- ti u�r Ir 0: 114'MAX,SHIM � I O � u SEALANTBEHIND I p i FLANGE BY INSTALLER ` ) (--- I PERIMETER SEALANT \ / INSIDE AND.OUT SEE TABLE OMENT ( `�_dc�LLTP(SDRE�4T�i�IIIIic .yLG E�Nslc SUBSTRATE BYOTHER$--/ I i —� v;• No 56201 ��-A$ { SEE TABLE t J,v_I,isN.EDGE DIST. '•*; # %i• SEE TABLE t . HEAD ADBYINSTALLERLANT UNDER EW 9: STAT£ OF �W: HEAD BY INSTALLER q} VERTICAL SECTION ip,T'.,M p •ik/� �tS �- tu, TYPICALS0.l ANCHORAGE i�s�,OR t9 ArSlONA�+r TABLE 1:APPROVED INSTALLATION FASTENERS e1120i5 i rG SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIM-EDGE DIST. LUCAS A.TURNER,P.E- F E CONCRETE(2.0 KSI MIN.)LANG FL PE,k 58201 i FLANGEHOLIOWOAGROUTFRiEDCMU 117 PCFMI•!.) 31tGiTWTAPCCON t' 1_+2-� gYNSTAtLER uNT�y�~_ '1238JABARAAVE. - t L. NORTH PORT:F13a288 -- CONCRETE IZ85 KSI MIN,) - -- _ - 3116-MOO ULTRACON - -I• t• - - INSIDE AND OUT --- ---- -- ---- - --- - - PTH PORT. 110-1574 GROUTFR.LED CMU(ASTM G9U) 3it6-£LCOt1LTAACON t-tJ4- 2.112- trD� ItORtZONTAtSECTK3N 6 BOX FRAME INSTALLATION 2XMMt.SPRUCE•PINE-FIR(G=4.42) 3116-RWTAPCON t�+A` 7Ai- HEADANDSILLSIMILARFORBOXINSTALIATION -OR ELCo uLTRACON -- -. _ - -- _ _ --_.._ - -- = INSTALLATION DETAILS 2X MIN:SPRUCE-PINE-FIR(GR0,42) .110 WOOD SCREW 1-316- 718• FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE; 16 GAUGE(0.866-)MIN.STEEL STUD a 10.16 HTLTI KWIK•FLEX OR RW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DATE: FLANGE (33 KSI YIELD MIN) TEKS SELF-GRILLING SCREW THRU 6.060' 7116• 01126/09 118'ALUM.(6083.75 MIN.)OR 010 GRADES SELF-TAPPING/ FULL THREAD MIN.114•FILLET OF CONSTRUCTION GRADE ADHESIVE CAULK IS APPLIEDFLANGE 116-STEEL(33 KSI MIN.) DRILLING SCREW �( 6,s - 7116' INSIDE AND.OUT,FULLL PERIMETER.SY.INSTALLER. g 2XMIN.SPRUCE-PIJE•Fin(13.0.421 08 WOOD SCREW SHOWN FORFLANGE WINDOWS.ORDANCE WITH REGUIREMENTS'ASSHEET 6OF6 WMIAMI•DIADE ! MIAMI-DADE COUtM PRODUCT CONTROL SECTION 11805 SW,26 Strut,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) ; Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlemtdade.¢ov&eonomv r i r I Kuraray America;Inc, r 2625 Bay Area Blvd.,Suite 600 Houston,TX 77058 ` SCOPE: This NOA is being issued under the applicable rules and regulations governing the useof construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- C Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority p Having Jurisdiction(AM). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control f 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 i immediately revoke,modify,or suspend the use of such product or material within',their jurisdiction. RER j 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 Ijuilding r Code,including the High Velocity Hurricane Zone. i DESCRIPTION:SentryGlas®(Clear and White)Glass Interlayers APPROVAL DOCUMENT:Drawing No.G15-02,titled"Kuramy SentryGlas®lnierinyer',sheet I of 1, f dated 05/13/2015,prepared by Ai-Farooq Corporation,signed and sealed by Javad Ahmad,P.E., bearing the i Miami=Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. ! MISSILE IMPACT RATING:None ( t LABELING:Laminated lites under this Product Approval shall be permanently marked in a corner of the glass with: "MDCA-SentryG las®",standing for"Miami-Dade County Approved—SentryGlasV",and the laminator's ide.ntificalion mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the White SentryGlas®interlayer. f t x 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. . I 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. f This NOA revises NOA#11-0624.02 and 413-0328.09 and consists ofthis page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.14-0916.11 MIAMFDAD;COUNTY xoIra Ion ate: uly 4 018 Approval Date:June 25,2015 !' 07 0912015 Page 1 i Kuraray America,Inc. I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 11. Drawing No.G1542,titled"Kuraray SentryGlase Interlayer",sheet 1 of 1,dated 05/13/2015,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA#10-0413.04(Clear SentryGlas®Interlayer)" Test report Standard Date Sianature 1. 96177.02-106-18 ASTM D 635 02/22/10 Joseph A.Reed,P.E. 2. 96.177.02-106-18 ASTM D1929 02/22/10 Joseph A.Reed,P.E. 3. 96177.02-106-18 ASTM D2843 02/22 /10 Joseph A.Reed,P.E. "Submitted under NOA#07-1116.04(Clear SentryGlas®Interlayer)" 1. 3136116SAT T -001 ASTM D 635 10%25/07 Chris Bowness,P.E . 2. 3111755SAT-002 ASTM D1929 01/02/07 ;Chris Bowness, P.E. 3. 3111755SAT-001 ASTM E 84 12/19/06 Chris Bowness,P.B. 4. PR106.246 ASTM G 26 06126/07 Due T.Nguyen,P.E. 5. PRIO6246 ASTM D 790 06/26/07 Due T.Nguyen,P.E. C "Submitted ander NOA#13-0328.09(While.SentryGlas®Interlayer)" 1. B7882.01-106-18 ASTM D1929 02/26/13 ',Gary T.Hartman,P.E. 2. B7882.01-106-18 ASTM D 635 02/26/13 ,Gary T.Hartman,P.E. p 3. B7882.01-106-18 ASTM D 2843 02/26/13 Gary T.Hartman,P.E. 4. B7882.01-10,6-18 ASTM G 155 02/26/13 Gary T.Hartman,P.E. j 5. B7882.01-106-18 ASTM C 158 02/26/13 Gary T.Hartman,P.E. C. CALCULATIONS 1. None. p D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(PER) E. MATERIAL CERTIFICATIONS 1. None. x F. STATEMENT'S 1. Statement letter of code conformance to 2010 and the 50, edition(2014)TBC issued by AI- " Farooq Corporation,dated 06/16/2015,signed and scaled by Javad Ahmad,P.E. 2. Purchase agreement between E.I.DuPont Do Nemours and Co.and Kuraray Co.,LTD.,dated May 22,2014. p� 092015 { Carlos M.Utrers,P.E. Product Control Examiner �. NOA No.14-0916.11 Expiration Date;July 4,2018 Approval Date:June 25,2015 E-i a Kurarav SentryQlas G Interlayer £silt# f , PRODUCT DESCRIPTION: MANUFACTURED BY: Kurbroy_ America Inc. t#A iB ; A PLASTIC INTERLAYER MATERIAL 'FOR LAMINATION WITH GLASS ON BOTH SIDES. XA 'A : ; A TYPICAL GLAZING IS MADE OF THE FOLLOWING COMPONENTS. [ : [ A — MIN. 1/8" (3.0 mm) ANNEALED GLASS 8 — MIN. ,.030 (.76 mm) KURARAY SENTRYDLAS A INTERLAYER t'j.:' £ IF A — MIN, 1/8" (3.0 mm) ANNEALED GLASS MATERIAL.-PROPERTIES SentryGlas18' Interlayer (Clear and White) TEST DESCRIPTION TEST METHOD TEST RESULTS FLAME _SPREAD. INDEX [2] ASTME84 35 SMOKE DEVELOPED INDEX [2] ASTME84 � 250. RATE OF BURNING [3] ASTM 0635 0 IN/MIN., CLASS CC { AVERAGE EXTENT OF BURNING [1] ASTM D635 0 IN/MIN.. CLASS CC1 AVERAGE EXTENT OF BURNING [2] ASTM 6635 0 IN/MIN., CLASS CC1 i < AVERAGE SMOKE_ DENSITY RATING [3] ASTM 2843 5.9 s t FLASH IGNITION TEMP. '[1] ASTM D1929I 788'F FLASH IGNITION TEMP. [2] ASTM D1929 i. 752'F SELF IGNITION TEMP. [1] ASTM D1029 _ 806'F SELF IGNITION TEMP. [2] _ ASTM D1929 770'F AVERAGE MODULUS OF RUPTURE [1] ASTM D790 _ WEATHERING i WEATHERING PER SECTION 2612.2 OF BEFORE AFTER i THE FLORIDA BUILDING CODE 5415 PSI ! 5366 PSI WEATHERING '(ASTM G 155-05A) t AVERAGE MODULUS OF RUPTURE [3] ASTM C158-02 BEFORE AFTER x I [1] :031)" (.76mm) Thk. Clear SentryGlos@ Interlayer 4692 PSI ! 4752 PSI [2] .130" (3.3mm) Thk. Clear Senlry.GlosQD Interloyer AVERAGE'CHANGE: +1.7� I j [3] .062" (1.6mm) Thk. White SentryGlos© Interloyer NOTE THIS IS A COMPONENT APPROVAL.AND DOES NOT INCLUDE ANpr(ODUI !TREVISW EVALUATION OF STRUCTURAL. PERFORMANCE OF THIS COMPONENT. Qode SYSTEMS INCORPORATING THIS. COMPONENT SHALL APPLY FOR No j / .Jr A NOA TO THE MIAIAI—DADE COUNTY PRODUCT' SECTION { ��L'71Q1F1 AND ,SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS 4' 7"'T-- G SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST BY. THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BLDG. CODE. i I Engr:JAVAD. AHMAD CIVIL ? hA.PE b 70592 CAN. 3538 AL-FAROOQ CORPORATION Kuroroy SentryGlasInterloyer1 revisions: drowing n6. M 1 2 0J5 r I' o dole even on f' It E4OINE1F7168PRODUCf DEVEIOPMEH7 --� � G15—�2 ! � 9=5S.W.87AVE I Kuraray Americo, Inc. - .� ; MIAMI,FLORIDA 33174 + 2625 Boy Area Blvd., Suite 60D t - dob: e�-13- itL(>!06)fe4Dfeo Fwn.(aob)960bfl1e d Houston. Tx. 77050 ( is•—'� ---�-GLAZING Ct 05 2JJJ L:,1910}678-1617 rAX.(91D)678-1773 j '- sheaf 1 of I I� F, I P pL i f k t.