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1/4/2019 Florida Building Code Online 20. 11E SCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map Unks i Search Florida 1 �j ��:i Product Approval '` r. USER:Public User Product Annrovalenu M >Product or Application Search>Application Ust FIL�I_Y%t";l RECEIVED p8` Search Criteria Refine Search AUG 2 1 2019 Code Version 2017 FL# 16851.6 Application Type ALL Product Manufacturer ST. Lucie County, Permitting ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Type Manufacturer �^ Validated By, Status 16 51- Revision NewSouth-Window Solutions A ' Ryan J.King, Approved. f L7 FL#•'FL16851.6 P.E. History Mod wf.9450 Single Hung Window Impact Rated)HVHZ (813)767- Description:lxtruded`Vinyl'"Impact'^Single-Hung Tilt Window with Flange 6555 - (0/X-configuration) Category:Windows Subcategory:Single Hung •Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us::2601 Stair Stone Road.Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cgp_yoght 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement;:Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: 07.1 ©i Credit Card Safe https:l/www.floridabuilding.org/pr/pr app Ist.aspx 111 z 1)4/2019 Florida Building Code Online 41 W v BCIS Home Log In User Registration Hot Topics ! Submit Surcharge Stats&Facts Publications Contact Us I BCIS Site Map I Unks 1 Search F�Dfltla Product Approval V USER:Pubilc User Produa Approval Menu>Product or Aoolication Search>ggollcation List>Application Detail FL# FL16851-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak fair blvd tampa,FL 33610 (513)284-0129 danochsteln@newsouthwindow.com Authorized Signature Vivian Wright eickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single 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 Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL16851 R7 C01 (d)Certificate of Indeoendence.Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwlDgtmmTSTNdVPsacfoLiCDIJOysrHoxOGe9cEYNv7g2Q!OQ%3da/o3d 1/5 1/4/2019 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/07/2018 Date Validated 06/26/2018 Date Pending FBC Approval 06/27/2018 Date Approved 08/15/2018 Summary of Products Go to Page Page 1/2 1� FL# Model,Number or Name Description 16851.1 a.9400 Single Hung Window Extruded Vinyl"Non-Impact"Single Hung Tilt Window New Construction with Nail Fin(O/X-configuration) Limits of Use _ Installation Instructions Approved for use in HVHZ:No FL16851 R7 1I (b)Inst 16851.1.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.1 for Design Pressure Ratings,-any FL16851 R7 AE (b)Eval 16851.1. df additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16851.2 b.9400 Single Hung Window Extruded Vinyl"Non-Impact"Single Hung Tilt Window with Flange(0/X-configuration) Limits of Use Installation Instructions ' Approved for use in HVHZ:No FL16851 R7 1I (b) Inst 16851.2.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.2 for Design Pressure Ratings,any FL16851 R7 AE-(b)Eval 16851 ,pAf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16851.3 c.9450 Single Hung Window Extruded Vinyl"Impact"Single Hung Tilt Window New Construction with Nail Fin(O/X-configuration) Limits of Use - Installation Instructions Approved for use in HVHZ:No FL16851 R7 II (b)Inst 16851.3. 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 16851.3 for Design Pressure Ratings,any FL16851 R7-AE=(b)Eval 1685j pddf. additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. 16851.4 d.9450 Single Hung Window Extruded Vinyl"Impact"Single Hung Tilt Window with Flange (O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16851 R7 II (b)Inst 16851.4.od 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 16851.4 for Design Pressure Ratings,any FL16851 R7 AE (b)Eva1 16851.4.odj additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 16851.5 -- e.9450 Single Hung Window Impact Extruded Vinyl"Impact"Single Hung Tilt Window New �- -Rated-HVHZ Construction with Nail Fin(O/X-configuration) — Limits of Use J - Installation Instructions Approved for use in HVHZ:Yes FL16851 R7 1I (b)Inst 16851.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16851.5 for Design Pressure Ratings,any FL16851 R7 AE (b)Eyal 16851.S.pd additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 16851.6 �— - f`9450 Single Hung Window Impact. Extruded Vinyl impact"Single Hung Tilt Window with Flange Rated=HVHZ— (O/X=configuration) —- - ---- --- Limits of Use Installation Instructions Approved for use In HVHZ:Yes F06851 R7 11 (b)Inst 16851.6.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 https://www.floddabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsacfoL!CDIJOysrHoxOGeScEYNv7g2QiOQ%3d%3d 2/5 1/4/2019 Florida Building Code Online Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports other:See INST 16851.6 for Design Pressure Ratings,any FL16851 R7 AE (b)Eval 16851.6.pdf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 16851.7 1g.4400 Single Hung Window — Extruded Vinyl"Non-Impact"Single Hung Window New Construction with Nail Fin(O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16851 R7 II (¢)Inst 16851.7.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.7 for Design Pressure Ratings,any FL16851 0 AE (b)Eval 16851.7.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16851.8 h.4400 Single Hung Window Extruded Vinyl"Non-Impact"Single Hung Window with Flange (O/X-configuration) Limits of Use--•-TInstallation Instructions _----- --_--- Approved for use in HVHZ:No FL16851 R7 11 (0)Inst 16851.8.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.8 for Design Pressure Ratings,any 171_16851 R7 AE (d)Eyal 16851.S.p& additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 16851.9 i,4450 Single Hung Window Extruded Vinyl"Impact"Single Hung Window New Construction with Nall Fin(O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16851 R7 II (d)Inst 16851.9.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.9 for Design Pressure Ratings,any FL16851 R7 AE (d)Eval 16851.9.pdff additional use(imitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 16851.10 — j.4450 Single Hung Window Extruded Vinyl"Impact"Single Hung Window with Flange(O/X -configuration) Limits of Use _ — Installation Instructions – Approved for-use in HVHZ:No FL16851 R7 11 (g) Inst 16851.10.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.10 for Design Pressure Ratings,any FL16851 R7 AE (d)Eval 16851.10.pdf additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. 16851.11 k.4450 Single Hung Window Impact Extruded Vinyl"Impact"Single Hung Window New Construction Rated-HVHZ with Nail Fin(O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16851 R7 II (b)Inst 16851.11.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.11 for Design Pressure Ratings,any FL16851 R7 AE (b)Eval 16851.11.pdf additional use limitations,installation Instructions and product Created by Iridependent Third Party:Yes particulars. 16851.12 1.4450 Single Hung Window Impact Extruded Vinyl"Impact"Single Hung Window with Flange(O/X Rated-HVHZ configuration) Limits of Use Installation Instructions _ Approved for use in HVHZ:Yes FL16851 R7 lI (b)Inst 16851.12.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 16851.12 for Design Pressure Ratings,any FL16851 R7 AE (b)Eval 16851.12.pdf additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. 16851.13 _T m.4000 Twin Single Hung Window Extruded Vinyl"Non-Impact"Twin Integral Mulled Common Jamb Single Hung Window New Construction with Nall Fin(O/X I O/X-configuration) Limits of Use Installation Instructions Approved for use In HVHZ:No FL16851 R7 II (b)Inst 16851.13,pdf httpsl/www.floridabuilding.org/pr/pr_app dtI.aspx?param--wGEVXQwtDgtmmTSTNdVPsacfoLICDIJOysrHoxOGegcEYNv7g2QiDQ%3d%3d 3/5 1/4/2019 Florida Building Code Online 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 16851.13 for Design Pressure Ratings,any FL16851 R7 AE (b)Evai 16851.11 _ f additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16851.14 - - n.4000 Twin Single Hung Window Extruded Vinyl"Non-Impact"Twin Integral Mulled Common - Jamb Single Hung Window with Flange(O/X I 0/X- configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16851 R7 II (b)Inst 16851.14.pdf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16851.14 for Design Pressure Ratings,any FL16651 R7 AE•(b)Eval 16851.14.0 additional use limitations,installation instructions and product Created by IndepeGf Independent Third Party:Yes particulars. 16851.15 ` o.4000 Triple Single Hung Window - Extruded Vinyl"Non-Impact"Triple Integral Mulled Common Jamb Single Hung Window New Construction with Nall Fin(O/X I 0/X I 0/X-configuration) Limits of Use Y-- Installation instructions Approved for use in HVHZ:No FL16851 R7 II (b Inst 16851.15.pdf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.15 for Design Pressure Ratings,any FL16851 R7 AE (b)Eval 16851.15.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16851.16 p.4600 Twin Mulled Single Hung/ Extruded Vinyl"Non-Impact"Twin Integral Mulled Common Picture Window Jamb Single Hung/Picture Window New Construction with Nail Fin(0/X 10-configuration) Limits of Use — — Installation Instructions Approved for use in HVHZ:No FL16893 R7 11 (b51.16.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.16 for Design Pressure Ratings,any FL16851 R7 AE (b)Eval 16851.16.pdf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 16851.17 q.4600 Twin Mulled Single Hung/ Extruded Vinyl"Non-Impact"Twin Integral Mulled Common Picture Window Jamb Single Hung/Picture Window with Flange(O/X 10- configuration) _ ..-_------------ -- ---- • ----- - - --------------- Limits of Use Installation Instructions Approved for use in HVHZ:No FL16851 R7 lI (b)Inst 16851.17.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.17 for Design Pressure Ratings,any FL16881 R7 AE (b)Eval 16851.17.pdf additional use limitations,installation Instructions and product Created by Independent Third Party;Yes particulars. 16851.18 r.4800 SH/SH/SH-Triple Single- Extruded Vinyl Integrally Mulled Triple Single Hung Windows Hung with Flange; (0/X I O/X I O/X configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16851 R7 lI (¢)Inst-16851.18.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.18 for Design Pressure Ratings,any FL16851 R7 AE (b)Eval 16851.18.pdf additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 16851.19 Is.4900 SH/SH-Twin Single Hung Extruded Vinyl Integrally Mulled Twin Single Hung Windows with Flange; (O/X I O/X configuration) Limits of Use Installation Instructions — - Approved for use in HVHZ:No FL16851 R7 II (A Inst 16851,19.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 16851.19 for Design Pressure Ratings,any FL16851 R7 AE (p)Eval 16851.19.2_df additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 16851.20^ -- �t.4900 SH/SH/SH-Triple Single _�Extruded Vinyl Integrally Mulled Triple Single Hung Windows https://www.floridabuilding.org/prlpr_app otl.aspx?param=wGEVXQwtDgtmmTSTNdVPsacfoLiCDIJOysrHoxOGe9cEYNv7g2Q!OQ%3d%3d 4/5 1/4/2019 Florida Building Code Online Hung with Flange; (0/X I 0/X I O/X configuration) Limits of Use Installation Instructions Approved for use In HVHZ:No FL16851 R7 II (d)Inst 16851.20.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 16851.20 for Design Pressure Ratings,any FL16851 R7 AE (d)Eval 16851.20.Ddf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. Go to Page 0 d Page 1/20 tV E-7-k NFiI Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Qop_ydght 2007-2013 State of Florida.::Privacy Statement::Accessibl8ty statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail,If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official cbmmunlcation 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 ere. Product Approval Acceptsi ® ® [Girl Credit Card Safe https:tiwww.iloridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDgtmmTSTNdVPsacfoLiCDIJOysrHoxOGe9cEYNv7g2QiOQ%3d%3d 5/5 10 ewSouth SS MAX.OVERALL RANGEWIDTH SC MAX.OVERALL FRAME WIDTH �'.� •� m WINDOW soWnoNsCD 67' zcrgg 4901 Oak Falr Blvd.,Tampa,Fl.33610 sE o azj N R M Z m o U aW. / O 0- 9450 Single Hung Window s E� IMPACT RATED - HVHZ w/Flange W _2 Ad i oz J N GENERAL NOTES 1. This product has been evaluated and is in comp lone with the 61h Edition a (2017)Ronda Building Code(EBc),Including the°High Velocity Hurricane � a Ione•(HVHZI. = 2. Product anchors shall be as listed and spaced as shown on detoils.Anchor o embedment to base material shall be beyond wall dressing or stucco. ^N FQ e o V-1U O 3. When used in the-HVHP,this product complies with Section 1626 of the Florida N 3 o N Building Code and does not require an impact resistant covering. $ Z 4. For 2c stud framing construction,anchoring of these units shall be the some as + ?U1 that shown for 2x buck masonry construction. °^ a It, < 5. She conditions that deviate from the details of this drawing require further ��0 0 0 engineering analysis by a licensed engineer or registered architect. S 4W x MAXOVALL MAX OVERALL 'MAX'MAX MAXMAx DESIGN TABLEOFCONES DAYLIIE DAYITE GLASS j i SHEEN DFSCRIPftON FLANGE FRAME DIMENSION' DIMENSION TfPE (Psi) 1 Typical elevations,design E.general notes DIMENSION DIMENSION (OiERMtE) (FIXED) ►OS. NEG. our 2 19 14 2 Vertical A horizontal class sections S5.V X 772• SW X 7621 47.25 x 3413 49.76'x34.5 G1,G2 +55.0 -65.0 3 Vertical 3 horizontal cross sections M By, JKm 4 Buck&frame anchoring 3&W X 63Y 37.0•x 62.D 3025 x 27.53 32.75*x 27.5 G1,G2 +65.0 -85 0 aK O Lis a uu.ao w: 6 Mmaterials and glazing etailsFL-15851.6 e Note:This product when used with G I glazing,is not approved for use above 30 feet in the"HVHZ". a SHW—L or—L p S RAOktIttlNt.■swmwrdo.RrElUvu1[rmA-goN.M1odaa APCv'•IAFL•16631s 49 Hwq%- •lUffi1 R6L7T1FL-168516dwty 2•2 ° • it, N r �•\ v a T A r :\ w � r � N N N w o NN _ ® C! A N R 70 N N r in A v .. v yg� r • o N j► r , • O •a � u � � o • A -, s a I-i/4'MIN. I.1 E1a8(TYP) LiERML 61e.4alaa OltoW 1,4 2DnIR r PeoDucT: '. ,t,.��,,��• �. r'T• SINGLE HUNG WINDOW 4Y�taoC!. 9Ntertldt �4 "%i""��,F•'- �` s t t 1H 2017 FOC 1 •°� N J B 27 IE J7T62 WINDOW SIZE P.L Na. �340a iI7,',11 AM ANMR LOGAIM In 1111111\\ '.xy f0 2 I 17 is JK PI1R1•I��ASSEIIBLY: YURDWC coNSULTAIR9, INC. VaMM 6 26 19 Uf'A41E 1D STH ED. 14 FBC IFS PA. Ea■2JD,W41oo. P1.37699 BY CROSS SECTIO�ZN�S?� Phone Noa 61&$M.G1a7 Ian OA No. 9617 aot•A.W.wnaa■■Cetutnt•,.xrs Ma R1CB,.WonSao VAnao sPEXMMMM-HwW@PN7"APW—WL-16851"vH-9NC•Ww.egs�l-76651�2017711�FL-76657ddw¢3-2 N � + rr a r q d . � A ' r. 467 X 0 []A r N Prf ir� 6rN 1�x + Lj �+ W N Big X mod � A V • ' V• � � � � a r e N N p7 a. G1 wa ra e• - tV I • r • O z •a ^ N � a V p � e A a• rte— � • R 1R I-1/�MPL raae. / a _ � Na�B10i s Oooatetrr 1�X77 A TSI PRO[7UCT: wrnrnn/Mdb M"f �. 1 ! $ P S t0 77 WMTE,TD 0711 m. 2077 FBC Jif SWG E HUNG WNDOW .E aNwR=. ,��iry , ����`` SI 27 70 ADDED AL.AttL110R liS 7��g11111i 1 17 1S GLUM DETAIL MM OR ASSMBLY: 9UILOtNO COMWLTANM INR UPt7A7E 70 SM ER 2010.F77C LFS RO-�770.Wako. FL 33090 I� # N OA 8Y ��•&HORIZONTAL PiWN 1b•1 113.0M-9107 CROSS SECDDNS FBPE CA?70 1113 0901 a■.w.■DILD17a 6YNWYAMM Iw0. 'OMI tJN1/L1PfNOO PWPlltl■'M'Y t•lP6 0 CI96 'ON W 9d83 ONWHONY L.IO'OCY'Cti ^ON Ali MOW $ N ^ Y ro 10I C6SCC 1d 'OOWOA'OCZ EO9 'O'd SD 7 U VIOL '03 HLC OL RMOdn Saswuuv VI 8L 9 I VI S 'ONI TdW.LlnSNO2 UNICT.W � � 7 41 LL I 6 91 LI I ``,,`111111Hf./4 ' iPO WAS *A u4SOK* ON 1 MOQ�IIM 9Nf1H 3T9N(S. �d N!` OGd [LOZ 'm HL9.GL 3LYOdf1 L1 GO OL fl h Z Ad Y = LMI&Aqwo H T Id� 1 1 r' v FIE $ 6 �: d 14 g 4 L s*Wgris 9C-lAUTOq tm-lotkow Q-IOUH IMS w9FU%t T mwdV Wpom twou•vumNwmd VAOP4M W"#At NIOCtl RZOfenMNrw South Wlndnru PEANANENiN-Floridl ROduClApplOvaIs1FL-16851 Sln�e HungK•Onnirlm�FL-T6851�1711R•16851bdwg S-2 2.29• 3.29" L") oA67 219• D 274 a L -LL 05L, JR 0 w LW Nq0 am � o U N7T 1 e T 21T aws G Na43= 1 L Oct*& 20T7s_ isal 4 PRODUCT: VA dl16 ' TO O6 i7 UPDATE TO 67H ED. 2017 FDC JK SWCLE HUNG WINDOW 4Tl+a� P. MMfNEl '��j ��'�, ••'f ���` I 3 N 4 2 13 17 7x WI W SIZE P.E No. 33/09 l/ffffl��``,, y v 2 1D 17 IS 17,16 N AR JK PART OR ASSEMOM OUILDI NO CONS1tlSANM MC. WN MTE STH ED. 20u FBC La P.O. sm 230.VD1Aoe. FL 33693 q '+ ElyCOMPOREMS rhom No.: 013.669.9197 R I FEPE C.1. No. 9 013 C 201 a R.W.9UILDIN0 CDNDuLTA1 INC. Ma.nMNw south wlnaow PIf64ANEMI A-ROMA Pr—App $MFL-1051%-&H++OC-otarin L-MWI MIM-1685t.*G 6-2 .r=11 N.N+O tpa41N o�O W vP NAFJH+7S m C70P fn 7Q � Holum.����XMM�x8X2co 0 X+7K fN i5 � � 8� >o C, CI � gy° ff 2 WN lip p M c G �o Nga , . aa, Do coo A nAA nnnn � Q MO EI I v � TO � R p N0.4Z i *_ * j* Odobtr 12,2p17 — s f � $ y PRDDUCT- a 17 LIPOATE T'0 6TH CO. (20?71 FBC JK SINCLt'HUNC WfNDOW Lyndon I 3 N 4 iJ 27 AD=37x62 WINDOW SIZE LFS E No. 4.7409 3 9 27 16 AWO ALT.AWHOR IjQVCAAWN LFSJJJtII 111111 {; '�Zj V Z i 1 CIAZIND ALL JK PART OR ASSE OW, BURDDl6 f7pNSULTAN79. Y V) 1 UPDATE TO 57H ED. 2014 FBC [F*u R0. ttolr 170,Votrbo, R 33595 SM OF AND G� ER S 63 Phone No.s 313. 9.9197 REVISIONS PWE CJL No. 9313 0 9914 R.W.t1WLoolo comwLTIVRs Im. 1/8/'2019 1, Florida Building Code Online SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map Links Search a. - Product Approval b „cert!'t.; ;_ USER:Public User F I L Product Aooroval Menu>Product or Application Search>Applleetlon Ust —YJ _ PECEIVE� Search Criteria AUG 2 1 201 Refine Search Code Version 2017 FL# 17472.2 Application Type ALL Product Manufacturer 5T, Lucie County, Permitting ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-A plications IF L,* hype Manufacturer Validated By, Status 1FL 7472_ Revision Eastern Architectural Systems Keystone Approved R31 FL#:FL17472.2 Certifications;Inc. History. Model:HVHZ Clipped Aluminum Tube Mullion (717)932-8500 Description:HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T and X Configurations Category:Windows Subcategory: Mullions *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cpyright 2007-2013 State of Florida.::PrivaN Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact SSOA87.1395.-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 dick here. Product Approval Accepts: PM lW71� ® d6rc W Credit Card Safe t https://www.floridabuilding.org/pr/pr_app_Ist.aspx 1/1 r 1/8/2019 t Florida Building Code Online . .0 Am- SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search d. bpr -��€£ Product Approval - USER:Public User Product Approval Menu>Product or AoRkation Search>62pikation List>Application Detail u FL# FL17472-R3 •...pYrvt.r... -.__- Application Type Revision Code Version 2017 Application Status Approved 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. R.Myers,FL 33912 (800)432-2204 Ext 4305 jflesher@eastemmetal.com Authorized Signature James Flesher jflesher@eastemmetal.com Technical Representative Timothy J.Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext 4314 thoard@eastemmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications,Inc. Referenced Standard and Year(of Standard) =Standard Year AAMA 450 2010 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJ5°/p2fr7NaD9SzMxxWfpyvfrXvrA°/p3d%3d 112 1 i 1/8/2019 Florida Building Code Online Date Submitted 02/14/2018 Date Validated 04/04/2018 Date Pending FBC Approval Date Approved 04/11/2018 Summary of Products FL# Model,Number or Name Description 17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion Mullion Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL17472 93 C CAC EAS 622-104CAR.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/22/2021 Design Pressure:N/A Installation Instructions Other:See drawing set for mullion size,angle and design FL17472 R3 11 PA-0004 SS 2018-02-14,Ddf pressure rating Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL17472 R3 AE PER5504 SS 2018-02-14,pdf Created by Independent Third Party:Yes 17472.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T and X Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17472 R3 C CAC EAS 622-101CAR.PDF Approved for use outside HVHZ:Yes FL17472 R3 'C CAC.EAS 622-102CAR.PDF Impact Resistant:Yes FL17472 R3 C CAC EAS 622-103CAR.PDF Design Pressure:N/A FL17472 R3 C CAC EAS 622-105CAR-PDF Other:See drawing set for mullion size,configuration and FL17472 R3 C CAC EAS 622-106CAR.PDF design pressure rating Quality Assurance Contract Expiration Date 07/18/2021 Installation Instructions FL17472 R3 11 PA-0003 SS 2018-02-14,adf Verified By:Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports 1`1_17472 R3 AE PER5505 SS 2018-02-14.pdf Created by IndependentThird-Party:Yes Niti; idfxt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone;850-487-1824 The State of Florida is an AA/EEO employer,Co[�vriaht2007-2013 State of Florida,::Privacy,Statement::Accessibility,Statement;:Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please.contact 850.487.139S.'Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.Todetermine if you are a licensee under Chapter 455,F.S.,please click he_e. Product Approval Accepts: wm Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJ5%2f r7NaD9$zMxxwfpyvfrXvrAa/o3d%3d 2/2 r y r , Document tide: Doc No. FRM 61.02 Structural Performance Rev No: 7 Pw.: 1 or. 1 KEYS`t`OC. Certification CC/.TIt'IOA'f IOfiS.IN �--� Authorization Report Required BY: PRO B1-03 CAR&Product ID Number: 622 - 101.0 Issue Date: 1/16/2015 Revision Date: 2/16/2018 Expiration Date: 7/18/2021 Company Code: 622 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCQ 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 stwww.keystonecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model: 1"x3-1/8" Light Alum Mullion HN/T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10& PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: - Test Report No: CTI&-3010W-4A/5A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 2018.02.16 145 Limekiln Rd. Suite 100E New Cumberland, Pennsylvania 17070 11 :10:21 -05'00' Phone: 717-932-8600 Fax: 717-932-8501 W W W.KEYSTONECERTS.COM 1 t APpendix 1YS�ONCAR No:622.101.0 .,..a..,�.•�M�• Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 1"x3-1/8"Light Aluminum Mullion,Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(LIGHT)-ONE-WAY MULLIONS SPAN V TRIBUTARY WIDTH'W'(IN.) (IN.) 18.00 24.00 30.00 36.00 42.00 48.00 54.00 60.00 24 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 36 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 48 200.00 200.00 200.00 200.00 200.00 200.00 200.00 1 200.00 60 200.00 200.00 200.00 191.43 176.70 167.50 162.42 160.80 72 180.07 141.81 119.42 105.04 95.33 88.63 84.03 81.03 84 111.13 86.82 72.48 63.14 56.70 52.09 48.74 46.30 96 73.35 56.98 47.27 40.97 1 36.46 33.24 30.83 29.01 108 50.93 39.39 32.53 28.01 1 24.84 22.51 20.75 19.39 DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(LIGHT)-TWO-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18.00 24.00 30.00 36.00 42.00 48.00 54.00 60.00 24 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 36 200.00 200.00 200.00 200.00 191.43 167.50 148.89 134.00 48 200.00 200.00 200.00 167.50 143.57 125.63 111.67 1 100.50 60 200.00 200.00 160.80 134.00 114.86 100.50 89.33 1 80.40 72 157.56 118.17 94.54 78.78 67.53 59.09 52.52 47.27 84 99.22 74.42 59.53 49.61 42.52 37.21 33.07 29.77 96 66.47 49.85 39.88 33.24 1 28.49 24.93 22.16 19.94 108 46.69 35.01 28.01 .23.34 1 20.01 17.51 15.56 14.01 Impact Ratings ASTM E1996-Wind Zone 4,Missile Level D PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 145 Limekiln Rd,Suite 1008 New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com Y 9 Doownwd Title: Doc No: FRM 81.02 Structural Performance Rev No: 7 mow: 1 or: 1 KF-Y NL CCAYIRJCATIONG.INC. Certification �—� Authorization Report Requlmd By: PRO B1-03 CAR&Product ID Number: 622 - 102.0 Issue Date: 1/16/2015 Revision Date: 2/16/2018 Expiration Date: 7/18/2021 Company Code: 622 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standard¢ed evaluation of the product conducted by an Independent accredited laboratory in accordance with the specked 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 stipulaias 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 st www.keysfDnecerts com. Licensee Information: Product Information: Eastern Architectural Systems Model: 1"x3-1/8" Heavy Alum Mullion HN/T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10&PA/TAS 201/207/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-3010W-6A/7A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 2018.02.16 145 Limekiln Rd. Suite 10013 /1f1-'- r r New Cumberland, Pennsylvania 17070 11 :14:33 -0500 Phone. 717-932-8500 Fax: 717-932-8501 W W W.Kr:YSTONECERTS.COM '1 y r ` 4�' Appendix A YSTON p p 1 CAR No:622-102.0 Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 1'x3-1/8"Heavy Aluminum Mullion, Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-ONE-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 1 200.0 200.0 1 200.0 200.0 200.0 1 200.0 60 200.0 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4 72 200.0 154.5 126.8 109.1 97.1 88.9 84.0 83.3 79.7 84 126.2 96.1 78.4 66.8 58.9 53.2 49.6 49.1 46.1 96 84.2 1 63.9 51.8 44.0 38.5 34.5 31.9 31.5 29.3 108 58.9 1 44.6 36.1 30.5 1 26.6 1 23.7 21.8 21.5 1 19.9 DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-TWO-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH 'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0 48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5 60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 72 196.8 147.6 118.1 98.4 84.4 73.8 66.7 65.6 1 59.1 84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2 96 83.0 62.3 49.8 41.5 35.6 31.1 28.1 27.7 24.9 108 58.3 43.7 35.0 29.2 25.0 21.9 19.8 19.4 17.5 Impact Ratings ASTM E1996-Wind Zone 4,Missile Level D PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 145 Limekiln Rd. New Cumberland,PA 17319 Phone:717.932.8500 www.keystonecerts.com DoanenlTldw. Doc No: FRIM 81„02 Structural Performance Rev No: 7 pap: 1 a. KEY NLS l/�_ GOI►YJPIC A71bN6,INC. Certification �---1 Authorization Report Required By: PRO B1-03 CAR& Product ID Number: 622 - 103.0 Issue Date: 1/1612015 Revision Date: 2/16/2018 Expiration Date: 7/18/2021 Company Code: 622 This Certification Authorization Report(CAR) is issued by Keystone Certltications, 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 atwww.keysbnecerts,com. Licensee Information: Product Information: Eastern Architectura[Systems Model: 1"x4"Aluminum Mullion HN/T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers Fl- 33912 Conftg: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10& PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTIA-301OW-8A/9A Test Report Expiration: 7118/2021 Authorized Signature: Keystone Certifications, Inc. 20,18.02.16 145 Limekiln Rd. Suite 1008 New Cumberland, Pennsylvania 17070 11 :37:01 -05'00' Phone:717-932-8500 Fax: 717-932-8501 W WW.KEYSTONECERTS.COM i Y NAppendix 1 CAR No:622-103.0 Expiration Date.7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 1"x4"Aluminum Mullion,Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION: 1"x 4"-ONE-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.6 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 1 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 1 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 181.5161.6 147.9 139.7 138.6 132.6 84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 76.7 96 140.1 106.3 86.3 73.2 64.1 57.4 53.1 52.5 48.8 108 98.1 1 74.2 60.1 50.8 44.3 39.5 36.3 35.9 33.1 DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-TWO-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH 'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 48 200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8 60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1 72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3 84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9 96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5 108 97.1 72.8 58.2 1 48.5 41.6 36.4 32.9 32.4 29.1 Impact Ratings ASTM E1996-Wind Zone 4,Missile Level D PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 145 Limekiln Rd,Suite 100B New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com J Daeumerd M: Doc No: FRM 81-02 Structural Performance Rev No. 7 POW 1 a' 1 KF,YSTONE7 Certification Authorization Report Required By. PRO B1-03 CAR&Product ID Number. 622 - 105.0 Issue Date: 2111/2015 Revision Date: 2116/2018 Expiration Date: 7/18/2021 Company Code: 622 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 atwww.keysionecerts cam. Licensee Information: Product Information: Eastern Architectural Systems Model:2"x4"Aluminum Mullion HN/T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers Fl_ 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10& PA/TAS 201/2021203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-3010W-8A/9A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 2018.02.1 6 145 Limekiln Rd. Suite 1008 New Cumberland, Pennsylvania 17070 11 :46:53 -05'00' Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTONECERTS.COM J � 1 , Appendix 1 CAR No:622-305.0 ��...w..re.... (Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 2"x4"Aluminum Mullion,Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-ONE-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN,) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 1 200.0 200.0 200.0 1 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 84 200.0 200.0 195.1 166.4 146.6 132.5 123.5 122.2 114.8 96 200.0 159.0 129.1 109.5 95.9 85.9 79.5 78.5 73.0 108 146.7 111.1 89.9 76.0 1 66.2 1 59.1 1 54.4 53.7 49.5 DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-TWO-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 ' 200.0 1 197.0 178.0 175.1 157.6 60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1 96 200.0 155.1 124.1 103.4 88.6 77.6 70.1 68.9 62.0 108 145.2 108.9 87.1 72.6 62.2 54.5 49.2 48.4 43.6 Impact Ratings ASTM E1996-Wind Zone 4,Missile Level D PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 145 Limekiln Rd,Suite 100B New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com J 1 J oowment We: ooc No: FRM B9-02 Structural Performance Rev No. 7 P"w 1 ' 1 KEYSTONECEff'rIrICAT-CM%.INC. Certification �--1I Authorization Report "ulred By. PRO B1-03 CAR& Product ID Number: 622 - 106.0 Issue Date: 2/11/2015 Revision Date: 2/16/2018 Expiration Date: 7/18/2021 Company Code: 622 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 wallfroof 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 e%oluated 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.keystonacerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model:2"x6"Aluminum Mullion HN/T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10& PAITAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-3010W-8A/9A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 2018.02.16 145 Limekiln Rd. Suite 1008 lkM--719 New Cumberland, Pennsylvania 17070 :50:16 -05'00' Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTONECERTS.COM J � KAY ` Appendix 1 CAR No:622-106.0 C ►K�++ Expiration Date:7/18/2018 i .. ....l�J. .r Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 2"x6"Aluminum Mullion,Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-ONE-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 1 200.0 200.0 200.0 1 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 84 200.0 200.0 200.0 191.0 171.5 157.6 148.7 147.5 140.1 96 200.0 200.0 186.8 161.6 1444.1 131.3 123.0 121.8 114.6 108 200.0 197.0 1 162.7 140.1 124.2 _ 112.6 1 104.9 1 103.8 97.0 DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-TWO-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1 96 200.0 197.0 157.6 131.3 112.6 98.5 89.0 87.6 78.8 108 200.0 175.1 140.1 116.7 100.1 87.6 79.1 77.8 70.0 Impact Ratings ASTM E2996-Wind Zone 4,Missile Level D PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 145 Limekiln Rd,Suite 1008 New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com s EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM TUBE MULLIONS GENERAL NOTES: -'Wl'��� 8 W2'—1 r'W1'—r'W2'1 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(20171 I 44 FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. MULL 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4 INDIVIDUAL UNITS ATTACHED TO MUW0N5 U�iil ST WBE IMPACT RATED. �� / SPAN'V , 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAINWIND FORCE ANCHOR CUP RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TMP r FOUNDATION 6THE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD FOR THE PROTECT OF INSTALLATION. VERTICAL SPAN S. IX AND ZX BUCKS(WHEN USED)SHALL BE DESIGNED'AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICALMULL STRUCTURE.BUCK DESIGN AND INSTALLATION ISTHERESPONSIBILITY OFTHE ENGINEER ORARCHITECT OFRECORD E SPAN'I! I"SMULLL' FOR THE PROJECT OF INSTALLATION. 4 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A MULLION r� /I �� o SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTAMATIDNTO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, TMP• r \ 'W2• A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN Flo NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCTAPPROVALTO BE OBTAINED FROM MIAMI-RADE REIT. 7r 7. MULLION&CUP MATERIAL:ALUMINUM 6ODS•75&6M-76(AS NOTED) A. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL '� wl' 9, SEE SHEETS 5A FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS.MULLION Y' 1/ e CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A 1Q DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACTWITH ALUMINUM UNIT FRAMING TYF 4 SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION(ZO17)FLORIDA BUILDING CODE TYPICAL MULLION ASSEMBLY HORIZONTAL'IT" MULL SPAN MULL INSTRUCTIONS: SPAN'L' —(- 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 0 T 2- CHOOSE AMULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. TABLE OF CONTENTS 3. DETERMINE WHETHERASSEMBLY REQUIRES ONE,WAY OR TWO-WAY MULLIONS: • ASSEMBLIES CONSISTING OF STACKED ORSIOE-BY-SIDE UNITS REQUIRE USE OF SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS. • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH 1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. • SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. 0 1N1' 2 - MULLION DETAILS • IF ASSEMBLYTYPE CANNOT BE DETERMINED USETWO-WAY MULLION CHART. 4. VERIFY HATMUWO DESIGN ESSUq E SOREXCEE SR RED G 3 - ANCHOR CUP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6.10. 4 - MULLION SECTIONS S. QUALIFIED CUP TYPES APPEAR ON SHEETS 6.10.MULTIPLE ANCHOR TYPE/SUBSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 5 - TYPICAL MULLION&CUP ASSEMBLIES 6. THE IESS EA DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN 6 - 1'X 3.1/8'(LIGHT)MULLION DESIGN LOAD TABLES GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. 7 - 2-X31/8'(HEAVY)MULLION DESIGN LOAD TABLES 8 - 1'X 4'MULLION DESIGN LOAD TABLES \\\ t..r REVISIONS AWA .TECNMLs.Wf 9 - 2"X 4'MULLION DESIGN LOAD TABLES %����ES F O / �� Eastern �D"�erg. 10 2'X6'MULLION DESIGN LOAD TABLES p0 i ,�,,,���+��»„»„ g�„a e,,,,•e �rurtu,mu 11 - MULLION ASSEMBLY AND LOAD EXAMPLES =* t 7 *-- n HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS to GENERAL AND INSTALIA ON NOTES i O P`,•' I4� MFc ounrron rwrMrtaor: �i� .......... G\ �� 02 OS 13 TJH �L eun4wadms n+c DfBWllYe mn pp Herm es F.Nma.M � � sM y6/1B 6MID.FMUPDATES L »mm PA-0003 N.T.S. 161 I�uriroR.u�iro�xo bsn D3w 2oI am I4 l5:5 j Nis doamieM )fO/NnU,1 . Dzta:2018.02141530:49.06OP MMA �e� fir' nEv r>.t mrr.v MrmaerA�m•wn °'r D"° °"p0°"O"' '�` l OF 11 - �I 2.000• I� 0.250" I I �- 1.000" —� 2.000• �-- � � 1.000" �{ � 1.000• 0.250" 0.250' 6•Om" 0.125" 0.125' 4.000" 4.000" 3.125" 3.125" j j v 0.375' 0.625" 0.250' 0.250" 0.250" 1"X3-1/8-(LIGHT) 1"X 3-1/8"(HEAVY) 1"X 4" 2 X 4" 2"X 6" MUWON MULLION MULUON MUWON MULLION SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET 10 FOR QUALIFIED CUPS QUALIFIED CUPS QUALIFIED CLIPS Q A FLT1 T IED CUPS QUALIFIED CLIPS NOTE:SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. O\y� ''''' REVISIONS ro Eastern s^TM � HVHZ CLIPPED TUBE MULLIONS * 7 VERTICAL AND HORIZOINTALCONFIGURATIONS w Z I MULLION CROSS SECTIONS s `..... 02105/13 TJH ^ ovmDmofAKMG au A•0003 N.T.S. -�\; I.ulwaertxo rnn m uar oA�I ' sc sm mrt,:.: ml. By mw �4-------- A5" I I 4' 2.25" 0 0 —T2.25" 0 � 2.25' '\ 0 0 2.25" 1.75' 2.625" 3.375" 0 2.25" 0 0 2.25" o 4.625" 5.375" 0 0 0.12 2" 2.25• InI� 0.125" Z' 0. 2. T— 0 0 2.25" 2" X 5"X 13/4" L-CLIP � I� 2" X 5"X 21/4" L-CLIP o.125• — 2"X 4"X 3 3/8" L--CLIP ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 1 2" X 4 X 5 3/8" L-CLIP 10.46" ALUMINUM 6063-T6 2.50" A 0.722• r- 2.25" 0 2.25" 0 0.7227-110.46' IT 2.25' 0 2:25•2.25• 0 2.25" '�S2.335" 2.25' 2.25 o 0 0 �7 �I 0.168" U—T H—T 0 2.25" 0 2.25" o 1.25" II II 2.125" 2.125" n n 0.188" 1015/32"X 21/4"H-CLIP 21/4" U-CLIP 13/4" U-CLIP 125 II�I —i ALUMINUM 6063 T6 ALUMINUM 6005.75 ALUMINUM 6005-TS T— 1015/32"X 13/4" H-CLIP ALUMINUM 6063-T6 8.25" 2.25"--r2.25• 2.25^ 0 0 0 0 2.625" \\\� ��/� REVISIONS �a1�NmEcrw�c.S�E,e SES F. o l i Eastern RMR1 R»,1 0.125" 7 j:t HVHZ CLIPPED ALUMINUM TUBE MULLIONS 0.875" *' * - VERTICAL AND HORIZONTAL CONFIGURATIONS T x= CLIP DETAILS 81/4"X 3 3/8" H-CLIP °��•.� _• •''�``�•� 02 05 13 TJH Y` _ ALUMINUM 6063-T6 ---� ••aG�\�` r�PA-0003 N.T.S. f •un C"TWWATEOF iWss/e F usr �e rpt m°rt'.�ar rmner.na�■n.am er aie o�swvnan 1— '3 OF 11 � INSTALLATION ANCHOR (SEE NOTES SHE 21/2°MIN. INSTALLATION ANCHOR INSTALLATION ANCHOR 6 10) (SEE NOTES SHE 11/2"MIN. (SEE NOTES SHEETS HORIZONTAL EDGE DIST. 6-10) EMBEDMENT MULLION,TYP. CONCRETE MASONRY BY OTHERS p CAULK BETWEEN ^ a e 11/4"MIN. 3/4"MIN. ' EXTERIOR MULLION CLIP CONCRETE/MASONRY&IX ° EMBEDMENT EDGE DIST. TMP' WOOD BUCK BY OTHERS d TMP' 1 X WOOD BUCK CONCRETE OR ° EXTERIOR INTERIOR BY OTHERS MASONRY BY OTHERS CAULK SEMEN ,! MULLION CUP CONCRETE/MASONRY&2X VERTICAL I I TYP. WOOD BUCK BY OTHERS 'a MULLION,TYP. .Q - I I I I 2X WOOD BUCK EXTERIOR I I INTERIOR BYOTHERS a. MULUON INTERIOR TYP. HORIZONTAL SECTION IMUPLUON \,4,/ T-MUWONINTERSECT DETAIL C HORIZONTAL SECTION SIDE VIEW VERTICAL SECTION 4 IAMB-ZX WOOD BUCK 4 HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL I I SIDE VIEW-VERTICAL INSTALLATION ANCHOR (SEE NOTES SHEETS I I 6-10) HORIZONTAL MULUON,TYP. EXTERIOR i I INTERIOR MULUON NOTE EXTERIOR INTERIOR I I TYP. MULLION CLIP 1 DETAILS SHOWN ARE TYPICAL FOR ALL ® ® TYP. I I MULLION&CUP ASSEMBLIES.SEE I I VERTICAL SHEETS 6-10 FOR ALLOWABLE MULLION MULLION,TMP. CONFIGURATIONS,SIZES,AND DESIGN MULUON CUP PRESSURES. I I TYP. E HORIZONTAL SECTION X-MULLION INTERSECT DETAIL ° e a e 1 1/4"MIN. SIDE VIEW G• ' EMBEDMENT PRECAST SILL 'd - e ,`p� /��� RENSIONS u3'1"""'�°T�E'"'�"B RYOTHE J``�ES F'•ry0 ��/i ( Eastern u�foa°�'u�r \\\�• •• � /// r��. �fH10dQ3tKf�t INSTALLATION ANCHOR ��.�••G• �O.�� =: -`•1=••-�a•�•, ,•�o s�u (SEE NOTES SHEETS �'. L nnc HVHZ C 6-10) ALUMINUM 21/2'MIN. * , -�* VERTICAL AND HORIZONTALRIZONTAL CONFIGURATIONS EDGE DISTANCE p �A41 / ••.T • or a\ = INSTALLATION DETAILS SECTION wm M M. . 02/05/13 SILL-CONCRETE/MASONRY ........ m R A���� SIDE VIEW-VERTICAL ��� PA-0003 N.T.S. awn fxv 1m v umo"c. :hn °T °"� ° fOM PkV 4 OF 11 VERTICAL MULLION U-CLIP TO MULLION CONNECTION HORIZONTAL MULLION H-CUP SUBSTRATE BY OTHERS SUBSTRATE VARIES,SEE NOTES SHEETS 6-10 H{UP ANCHORS ALL INSTALLATION HOLES MUST HAVE AN ANCHOR INSTALLED IN THEM MULLION AND CLIP ASSEMBLY TYPICAL ASSEMBLY SHOWN WITH 1'x 31/8'MULLION AND H-CUP.OTHER MULLIONS AND CUPS ARE APPROVED. SEE INDIVIDUAL MULLION SHEETS i rp �, S F. REVISIONSasternw wm.a..o a.re RMvfRIl K9fl * m� HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS T •tV MULLIION AND CLIP SEMBLY DETAILS O,n•.• A,�•=�4`� wee o-uram: we.u+tnar: •• D 05 13 T1H p _ p 3MEM n4T1 WL 3m A-0003 N.T.S. ;4�'; .vnro.w Inai�ra Asa t EET. m.. Mt.Or w WOWA�rn pure °' °'n O°x"�11pN '�" 5 Of it DESIGN PRESSUREUMTR W 1' FOR MUON: x31/8' MULLIONS MULUON-ONE-WAY MUONS MULLION SPAN 4' TRIBUTARY V40TH'W IN. 24 20 30 W 42 48 53125 54 0Go 1 24 2000.0 2000 200.0 200..0 200.0 200.0 200.0. 200.0 2040 36 2000 200.0 200.0 200.0 2010 2000 2000 200.0 2m0 0.125" 48 2000 2000 2000 200.0 200.0 200.0 2010 200.0 200.0 3.125' ED 200.0 2000 MILD MILD 1433 134.3 INA 1293 127.6 72 1616 123:7 1015 873 77.7. 711 67.2 66.7 63.8 84 1010 76.9 627 S3.5 47.1 426 39.7 393 369 ' 96 67.4 511 4LS 35.2 30.8 27.6 2S.625.r 23.5 ONE-WAY MULLION DIAGRAMS 108 47.2 35.7 2&9 20.1 213 19.0 17.5 17.2 15.9 0.375" DESIGN PRESSURE UWTS FOR MULUON:1'x3.1/8'UG -TWO-WAY MULLIONS V X 3-1 HT)MULLION SPAN TRIBUTARY WIDTHIN. AWMINUM6005-TS MULUON IN. 18 24 30' 36 42 48 1512B 1 S4 60 MULLION 24 2000 2000 2000 2000 2000 200.0 2000 200.0 2010 36 2000 2000 200.0 2000 1914 167.5 1513 1469 LT0.0 48 2000 20.0 20.0 167.5 143.6 M.6 113.5 1117 1005 60 2000 200.0 1608 134.0 114.9 1005 908 893 804 W1�W2 72 157.6 118.2 94.5 7&8 67.5 59.1 514 SLS 47.3 TRIBUTARY WIDTH= 2 84 99.2 74.4 S9.549.6 4LS 37.2 33.6--33.1 29.8 M9 49.9 39.9 33.2 2ILS 24.9 22.5 222 19.9 1.- 467 35.0 28.0 233 200 17.S 118 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 ANDS FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4 SEE SHEET 3 FOR SPECIFIC QUALIFIED ANCHOR CLIPS 5. ANCHOREQU REMENTS:QIPDIMENs10N5. -WOOD:014 WOOD SCREWS -CMU:1/4"ITW TAPCONS • CONCRETE:1/4"TTW TAPCONS •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 0 0 0 6. INSTALLATION SUBSTRATES: -WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1'.WOOD SHALL BE MIN.S.G.=0.55.U 0 -HOLLOW CMANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL 0 0 0 0 BE MEDIUM WEIGHT CONFORMING TO ASTM C90. 0 "CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4'&EDGE DISTANCE OF 2-1/2%CONCRETE SHALL BE 0 PST. 2 1/4- U-CLIP 2"X 5"X 21/4" L-CLIP •METALLAANCHORS SHALL HAVE AMIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. ALUMINUM 6005:75 .ALUMINUM 6063-T6 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM'SHALL BE MIN.1/8'THICK ALUMINUM 6063-T5. MUST BE USED IN PAIRS U-CUP FOR USE ONLY IN MULLION TO-MULLION CONNECTIONS ,;1 F, ��i REMONs rW rwax""-nonca s.x+[.e NOTE:SEE SHEETS FOR SPEGFIC CUP 0 0 0 ""E FES AND DIMENSIONS. * * EHVHZ RTICCUPPEDALUMINUMTUBEMULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS T 1015/32" X 21/4" H-CLIP 1" 3 1/8"UGHTMULLION o .• t e:'z�u „h m,"M .�..�.,: ALUMINUM 6063-T6 �4t5`ss' t;� �� 02/05/13 TIM \ 6moml)Rm� i • ,;� PA-0003 N.T.S. I�; *roeno rnn �fllFt�tt.� ear: •cr. 4.! °ra'a004K FLi,o n es °"'e ESOP 11 MULLION DESIGN PRESSURE UNM FOR MUWON:1"t3-7/8'HFA -ONE-WAYMUWONS SPAN TRIBUTARYWIOt"W IN. f'---' 1•0130" MULLION (IN.) IB 24 30 36 42 1 48 51225 S4 00 24 2000 2D00 200.0 2000 200.0 2010 200.0 200.0 2000 36 200.0 2M0 200.0 2000 2000 2000 2MO 2000 2000 48 2000 200.0 2010 2000 2000 200.0 2MO 2000 2M0 0.125' 60 2000 200.0 20D.0 1914 1747 167.5 162.2 1616 159.4 72 2MO 1505 1268 109.1 97.1 88.9 840 833 79.7 3.125" 84 ]26.2 96.1 744 648 549 Sit 49.6 49.1 441 96 64.2 639 516 44.0 345 30.5 319 31s 29.3 ONE-WAY MULLION DIAGRAMS 7 108 569 44.6 341 30S 246 23.7 2L8 Z1S 19.9 DESIGN PRESSURE UMTS FOR MUWON:1"■3.1/8"HEA -TWO-WAY MUWONS 0.625" , SPAN T TRIBUTARYWIDTHw IN. 1"X 3-1/8" (HEAVY) MULLION MUwON r(INJ --28-r-24-- 30 36 42 48 53.125 54 60 200.0 2MO 2X0 200.0 2010 2010 200.0 200.0 200.0 ALUMINUMMULLION 2010 2000 200.0 200.0 191.4 1675 2513 148.9 134.02010 200.0 MOD 167S 243.6 125.6 1135 111.7 IMS 2000 20DO 16" 1340 114.9 1005 908 . 89.3 804 1948 147.6 1181 98.4 84.4 73.8 66.7 69.6 59.2001+002 124.0 93.0 74.4 620 53.1 445 420 41-3 37.2 TRIBUTARYWIDTH= 2 810 629 49,8 415 35.6 31.3 281 27.7 249 583 417 3S.0 29.2 2S.0 21.9 19.6 29.4 17.5 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS4 AND.5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. QUALIFIED ANCHOR CLIPS 5 R . ANCHO EQUIREMEUNTS:CUPDIMENSIONS. •WOOD:#14 WDOD SCREWS CMU:1/4'ITWTAPCONS no CONCRETE:1/4".ITW TAPCONS •METAL 1/4'SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: 13/4" U-CLIP o o •WOOD ANCHORS SHALL HAVE A MIN,EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.-0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1.1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL ALUMINUM 6005-TS BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 0 o a 0 .CONCRETE ANCHORS SHALL HAVE A MIN..EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE U{UP FOR USE ONLY IN MIN.4000 PSI. MULLION IO-MUwON 211 X 5"X 13/4" L-CLIP -METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.2/8"THICK ALUMINUM 6063 TS. ALUMINUM 6063-T6 **MUST BE USED IN PAIRS �`%�`�ES F.•yo��G,� raTnsloNs RM Eas#ern A�X411=n w ffmv YtSTCAV{. 0 0 0 Z�: ' •�O __ aurne n1�n� NOTE:SEE SHEET 3 FOR SPECIFIC CUPS ' «o..•«�� �mi�am TYPESAND DIMENSIONS. o 0 0 =* '* = HVHZCUPPED ALUMINUM TUBE MULLIONS D T p �? VERTICAL AND HORIZONTAL CONFIGURATIONS 3 8"H MULLION " u i O ''•. C Op;:G,`a�/�C wis: wn n: r�su+m•r: 1015/32 X 13/4 H-CLIP %�F •• . , 02 os 13 nH ALUMINUM 6063-T6 ��i.?�/� 5���� °"""°°"° ""'L \ 4�1°A1 R� se ust m PA-0003 N.T.S. •urn4�iron no.asn v¢er: av m°n1�a� n'mi�o a4n °' °"16 °EQO'®"�' 'g9 70F 11 r MULUON DESIGN PRESSURE UKM FOR MLXUON:1'x 1'-ONE-WAYMUW ONS 1.000" SPAN 1' MULLION TRIBUTARY WIDTH'W'IN. IN. 1B 24 30 36 42 48 53175 54 60 24 200.0 MLO 2000 200.0 700.0 200.0 200.0 2000 2080 36 2000 2x10.0 200.0 20(X0 2000 2000 200.0 2000 2000 0 2SD" 48 2000 2000 2MO 2(00 2000 2000 2000 2MO 2000 60 200.0 200.0 2000 2000 20010 200.0 2000 2000 2000 -��- 72 2000 2000 2000 ISLS 1616 147.9 139.7 MIS 132.6 4.000' 84 2000 159.9 1304 11L2 9&0 8&S BL5 8L7 76.7 96 140.2 306.3 8&3 73.z 64.1 57.4 53.1 52.5• 4&8 ONE-WAY MULLION DIAGRAMS 708 981 74.2 60.3 508 44.3 3A5 363 3S.9 33.1 , DESIGN PRESSURE LIMBS FOR MULLION:P x 4'-TWO-WAY MUWONS SPAN 1' TRIBUTARY WIDTHWIN. MULLION 0250, MULLION IN. IB 24 30' 36 42 48 53.175 54 60 - 24 2000 2000 20.x0 2000 2000 200D 2000 2000 20MO 1"X 4" MULLION 36 200.0 200.0 2000 MLO 2000 2000 20(.0 2000 19&5 ALUMINUM 6005-TS 48 2000 2000 MIA 2000 2000 U6.2 1613L1. 765,4 14&8 60 200.0 2000 MLO 19115 1701 14&B 134.5 3323 1191 72 2000 2000 1966 1618 140A UL9 1110 109.2 9&3 84 20I.0 754.7 1238 103.2 8&4 77.4 69.9 688 6L9 TRIBUTARY WIDTH= Wl+W2 96 ]38.2 103.7 8L9 69.1 S9.2 SL8 468 4&1 4L5_j 2 �- 108 97.1 718 58.2 485 416 36.4 319 19-120.1 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES,SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. 2. LINEAR INTERPOLATIONBETWEEN USTEDWIDTHS AND SPANS ISALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS •CMU:1/4"11W TAPCONS -CONCRETE:114*ITW TAPCONS QUALIFIED ANCHOR CLIPS •METAL:1/4'SELF-DRILLINGSCREWS(GRADE 5) 6. INSTALIATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1'.WOOD SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C90. 0 0 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE 0 0 0 0 MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8-THICK ALUMINUM 6063-TS. 0 0 0 0 0 o O o n " " n u ������wES F. p07��,' REVISIONS L® a+nausi.• ss,M 2 X 4 X 3 3/8 L-CLIP g 1/4 X 3 3/8 H-CLIP e��' F - Ees�ern ALUMINUM 6063-T6 .� 7G 'P�� ==Y"„ ^e'�.o mntoornnc•n. **MUST BE USED IN PAIRS ALUMINUM 6063-T6 Z r••"• p ^ "„"^' HVHZ CUPPED ALUMINUM TUBE MULUONS T 1 VERTICAL AND HORIZONTAL CONFIGURATIONS l"x 4° ULUON NOTE:SEE SHEET 3 FOR SPECIFIC CLIP `� am uuw•er •. TYPES AND DIMENSIONS. i F(S G�SS�� ou. o/05 13 Ti"% 4uaaMccRaol o�c 3nFA ol�I :�x4, OF PA 0003 N.T.-S. e NfMCUkTWrAo acv pEv roc mr°r or -m sam "�' °"T¢ °fE�"�' 10.9 8 OF 11 DESIGN PRESSURE U WTS FOR MUW ON:2•a 4"-ONE-WAY MULLIONS MULLION SPAN'l' TRIBUTARY YAM'W IN. ..a� (� (IN. 18 24 30 36 42 48 .53.115 S4 60 I 2.000" I MULLION 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 20D.0 20D.0 36 MILD MILD 20xO 2MO 20MG 20D.0 20MO 20(X0 20D.0 _ 48 2010 2 MG 2MO 2200 Mao 2010 2MO 200:0 2I.0 60 20(X0 20(X0 20(X0 200.0 MIO 20D.0 2010 200.0 200.0 0.250" 72 200.0 200.0 200.0 20.0.0 200.0 197.0 788.0 ME! 1811 I -��-� 84 2W.0 2010 195.1 166.4 1466 MS 123.5 122.2. 114.8 4.000" 96 200.0 359.0j 1095 95.9 859 79.5 78.5 73.0' IDB 1467 2113 89.9 760 662 59.0 I 544 1 53.7 1 49.5 ONE-WAY MULLION DIAGRAMS DESIGN PRESSURE LIMITS FOR MUW ON:T z 4*-TWO-WAY MUW ONS SPAN T TRIBUTARY WIDTH'W'IN. IN. 18 1 24 1 30 36 42 48 51125 54 60 MULLION 24 210 2010 2010 200.0 M0.0 200.0 2010 210 200.0 0.250" MULLION 36 2MO 2=0 2MO MID MID 2MO 21I 210 MMI 2"X 4"MULLION 48 2040 2MO 200.0 2MO 2010 197.0 178.0 775.1 157.6 60 20D.0 200.0 .2MO 0.0.0 1811 157.6. 14L4 140.1 -126.1 ALUMINUM 6005.75 72 2MO 210 200.0 175.1 15(11 1313. 318:7 1167 105.1 84 2M0 200.0 18113 1511.1 128.7 IIL6 1017 100.1 AL1 96 20(X0 155.1 124.1 103.4 866 77.6 70.1 68.9 6L0 108 145.2 7086 81.1 716 62.2 SLS 49.2 48.4 43.6 TRIBUTARY WIDTH= 727 -� TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS. S. ANCHOR REQUIREMENTS: •WOOD:414 WOOD SCREWS TAPCONS QUALIFIED ANCHOR CLIPS .CONCRETE•1/4"ITWTAPCONS •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.--O.SS. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2%HOLLOW CMU SHALL O 0 0 O BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1.3/4"&EDGE DISTANCE OF 2-1/2'.CONCRETE SHALL BE MI .4000 PS1. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SMALL BE MIN. 18 GA.(0.045'THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8'THICK ALUMINUM 6063-TS. 0 0 0 O 2"X 4"X 3 3/8" L-CLIP ALUMINUM 6063-T6 �`% o5 F. O It, REVISIONS aEVISIDNs Ie r Easrel � a n�� ..MUST BE USED IN PAIRS //��!� ewsrl o/ucrrasrwa+ ' �}.•» O RMR•f.0.1M1 • •.u..•wuw.wwo-vwv� ���� • 7 �� int8 HVHZ CLIPPED ALUMINUM TUBE MULLIONS NOTE SEE SHEET 3 FOR SPECIFIC[UP VERTICAL AND HORIZONTAL CONFIGURATIONS AND DIMENSIONS. p';� T 2"z 4"MULLION i 0 % P,�•�4� mm.muvmor, wanwao F 0'a' 13 TJH eV" � �i�`S'�jp _. �C� ��` nuww•a erxe /� rm019TIK►rza PA-0003 N.T.S. '.`,� wmo.v4neN xo.issle a"TAR M�L sC i]e lHtet: Imv; ' 9 OF it N DESIGN PRESSURE LIMITS FOR MuwON:2x 6'-ONE-WAV MuwONS 2.000" MULLION SPAN 1' TRIBUTARVIVIDTHW IN. MULLION IN. 18 24 30 35 42 48 531125 1 54 60 24 2000 2080 2010 200.0 200.0 2DD.0 2MO 200..0 20D.0 36 2MO 20.00 2000 2MO 200.0 2040 2000 200.0 2000 0250" 48 200.0 2040 2000 2000 200.0 200.0 2000 2040 200.0 6o 2040 2000 2000 2040 2040 2040 2MO 2040 200.0 -� R 200.0 2000 2040 200.0 2200 197.0 1880 16&B 19D.1 ., B4 200.0 2000 2000 19LO 17LS 157.6 148,7 147.5 140.1 96 2MO 200.0 1868 16L6 144.1 1313, 173.0 12LS 114.6 ONE-WAY MULLION DIAGRAMS 108 2010 197.0 162.7 140.1 124.2 1 1126 107.9 1018 97.0 6,000" DESIGN PRESSURE LIMOS FOR WLUON:2'x6'-7W0•WAYMUWONS -7 MULLION SPAN T.' TRIBUTARYVA07H W(IN.) MULUON IN. IS 1 24 30 36 42 48 53.125 54 6D 24 2000 2000 2010 20.0 200:0 2MO 2000 2000 2200 36 20.0 2000 200.0 20.0 2040 2000 2MO 2000 20.0 48 2MO ZMU 2010 20.0 20.0 -197.0 1760 175.1 157.6 60 20.0 200 2010 20.0 =1 1526 1424 1401 1261 72 2040 ZOOA 2000 175.1 1501 1313 118.7 11&7 105.1 0.250' 84 200 200.0 180.1 1501 17&7 1126 SOL7 10.1 90.1 96 200 197.0 157.6 1313 1126 9&5 89.0 626 768 2" X 6"MULLION I- m 2mo 176.1 140.1 11&7 1001 87.6 79.1 I ITS I 200 ALUMINUM 6005.75 TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH= W1+W2 2 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: •WOOD:A14 WOODSCREWS •CMU:1/4 TTWTAPCONS 0 0 0 o •CONCRETE:1/4"HWTAPCONS •METAL-1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2'&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4'&EDGE DISTANCE OF 2.1/2'.HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION 8EYOND METAL STRUCTURE.STEEL SHALL BE MIN.18 GA.(0.045- THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8'THICK ALUMINUM 6063-T5. 0 0 o o 2"X 4"X 5 3/8" L-CLI11*1 P i; FEvrTloNs �'OfSF ALUMINUM 6063T6 : Eastarn E. �mm"Tom MUST BE USED IN PAIRS ��;' i _�=:,��� �":b a�__ "m fLlmz * . 7 _• HVHZCUPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS NOTE:SEE SHEET 3FOR SPECIFICCUP anm•c m ION ar am�T�a'nam�'is;w�i'c.�>•�w�m� er wa mx�o• a¢pTPSANDDIMENSIO .iF :MN ...... n2/ng/13 T1H ', � .A"iner: reCEWWWAnm PA-W03 N.T.S. Au1NoRAlmx NO.I" rA°ar -1'16 OF 11 �•• ;, i Ir,/Jiiii / Mm Frml iiiiiiiiiiiiiii/1 , iiir—�errr�rrrr- I/j(111 j jl! Iii /ISI /Il ONomo. 1 �; �11'1111/ / 1111 / Ix/ / /1/ 1 // Im m 1. 1d. Id/ ��//d !/11 /111/ /111/ /111/ . . . . I[sm 111/ Mail /111/ .• • • .• . • 111/ 111/ //mp 1111// 111// 1111 rmo � iiii-----------------------iii - ///111/ •',/ •O, 1111/ 111// • L : n. 1 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 4, Dania Beach,FL 33004 A Perfect Solution in Every Dropl 954.399.8478 PH f Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Eastern Architectural Systems HVHZ Clipped Aluminum Tube Mullions for Florida Product Approval FL# FL17472 Report No. 5505 6th Edition (2017) Florida Building Code Method: 1—A (Certification) Category: Windows Sub-Category: Mullions Product: HVHZ Clipped Aluminum Tube Mullions Material: Aluminum 6005-T5&6063-T6 Prepared for: Eastern Architectural Systems 16341 Domestic Ave. Ft Myers, FL 33912 Prepared by Q` ''�•• •• ' \ O i Hermes F. Norero, P.E. 7 Florida Professional Engineer#73778 : * •_ -o Date:02/06/18 T T Contents: �'i T� •••''••••••. 6Z .% Evaluation Report Pages 1—4 r��is`S/ONAL Digitally signed by Hermes F.Norero,P.E. HermeS f.NU o, P.E. Reason:I em approving this document Florida No. 73778 Date:2018.02.14 15:47:48-05'00' G OV BUILDING DROPS FL#: FL17472 A Perfect Solution in Every Dro p I Date: 02/06/18 Report No: SSOS Certificate of Authorization:29578 Manufacturer: Eastern Architectural Systems Product Category: Windows Product Sub-Category: Mullions Compliance Method: State Product Approval Method la Product Name: HVHZ dipped Aluminum Tube Mullions Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for Eastern Architectural Systems based on Method la of the State of Florida Product Approval,Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F.Norero,P.E.does 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. This product has been evaluated for use in locations adhering to the 6th Edition(2017)Florida Building Code. See Installation Instructions PA-Oo03,signed and sealed by Hermes F. Norero, P.E.(FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 61'Edition(2017)Florida Building Code,includin the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6'Edition(2017)Florida Building Code and does not require an impact resistant covering. Individual window units must be impact rated where applicable. 4. Site conditions that deviate from the details of drawing PA-0003 require further engineering analysis by a licensed engineer or registered architect. S. All configurations shown in installation instructions PA-0003 have been qualified as required by Section 1709.8 of the 6"'Edition(2017)Florida Building Code. 6. See Installation Instructions PA-0003 for size and design pressure limitations. Hermes F.Norero,P.E. Florida No.73778 Page 2 of 4 ' M BUILDING DROPS FL#: Ft.1747z A Perfect Solution in Every Oropi Rate: 02/06/18 Certificate of Authorization:29578 Report No: 5505 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through Keystone Certifications,Inc.(FBC Organization M CER1523). Referenced Code Sections: 1. 1709.8 of the&Edition(2017)FBC Referenced Data: 1. Product Testing performed by: Certified Testing Laboratories (FBC Organization M TST1577) Report M CTLA 301OW-4 Report Date:07/18/14 Report M CTLA 3030W-4A Report Date:07/18/14 Report M CTLA 301OW-5 Report Date:07/18/14 Report M CTLA 301OW-5A Report Date:07/18/24 Report M CTLA 301OW-6 Report Date:07/18/14 Report M CTLA 3010W-6A Report Date:07/18/14 Report M CTLA 301OW-7 Report Date:07/18/14 Report M CTLA 3010W-7A Report Date:07/18/14 Report M CTLA 301OW-8 Report Date:07/18/14 Report M CTLA 301OW-8A Report Date:07/18/14 Report M CTLA 301OW-9 Report Date:07/18/14 Report M CTLA 3010W-9A Report Date:07/18/14 TAS Reports Signed and Sealed by: Ramesh Patel, PE 20224 2. Certification Agency Keystone Certlficatim,Inc. (FBC Organization M CER1523) Hermes F.Norero,P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS FL#: FL17472 A Perfect Solution in Every Dropl Date: 02/06/18 ` Certificate of Authorization:29578 Report NO: 5505 Installation: 1. Approved anchor types and substrates are as follows: A. For two by(2X)wood frame substrate,use#14 Wood Screw type wood frame anchors of sufficient length to achieve minimum'embedment of 1.50"into wood framing. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed,use 1/4"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1:25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. D. For metal stud substrate,use 1/4"Grade 5 self-drilling screw type metal frame anchors of sufficient length to achieve a minimum three threads penetration beyond metal structure. Referto Installation Instructions(PA-0003)for anchor locations,design load tables,and further details of the installation requirements. Design Pressure: See drawing PA-0003 for mullion desing pressure tables,mullion profiles,and installation details. Hermes F.Norero, P.E. Florida No.73778 Page 4 of 4