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Home My WebLink AboutMull Bar Expires 5-26-26 1/7/2021 Florida Building Code Online N BCIS Home Log In User Registration Hot Topics - Submit Surcharge Slats&Facts Publications Contact Us BCIS S dl* - r Product Approval USER: Public User Product Approval Menu > Product or ppli01ion S2aMLj > Apflicat€nla U9 >Application Detail FL # FL261-R13 Application Type Affirmation Code Version 2020 Application Status Approved Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext21140 jrosowski@pgtindustries.c Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Lynn Miller, P.E. Address/Phone/Email 1070 Technology Dr N Venice, FL 34275 (941) 486-0100 Ext 21142 Imiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO - CER Validated By Miami-Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By I affirm that there are no changes in the new FI which affect my product(s) and my product(s) are new Florida Building Code. https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtbIFAQLKHcHzgX390wmbH2o%3d 1/2 1/7/2021 Florida Building Code Online Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A Date Submitted 11/05/2020 Date Validated 11/05/2020 Date Pending FBC Approval Date Approved 11/11/2020 Summary of Products FL # Model, Number or Name Description 261.1 Mullions for All Doors and Windows Aluminum Mullions Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FI 251_R13 C CAC 20-0406 .pdf Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiration Impact Resistant: Yes 105/26/2026 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance ELU R133 Il 2D-0406�03.pdf (NOA) for product performance information, and mullion clip Verified By: Miami-Dade BCCO - CER anchorage details. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: FD KY I; cgnn act us :: 2601 Blalr 5tane Road,Tallahassee FL 32399?hone: 850-•4BI-_1 24 The State of Florida is an AA/EEO employer. Copyright 2np7-20j 3 State of Florida :: Priv y 5katement ::Accessfbillty Stateme Under Florida law, email addresses are public records.If you do not want your a-mail address released In response to a public-rec electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact F Section 455.275{1), Florida Statutes,effective October 1, 2o12,licensees licensed under Chapter,455, F.S. must provide the Depart If they have one.The emails provided may be used for official communication with the licensee. However email addresses are publl to supply a personal address, please provide the Department wit15 an email address which can be made available to the public. 1 licensee under Chapter 455, FS., please click here . Product Approval Accepts: MW rv.PeN Cmd.t Card Safe https://foridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQMDquaucoiwmuGtbiFAQLKHcHzgX390wmbH2o°/a3d 2/2 MIAMI•DAD ® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami, FL 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) m-ivw.iiiianildade.i!oi,/ccgnoiny PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 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 Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision D dated 06/26/2020, signed and sealed by Anthony Lynn Miller, 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. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tenninate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 17-0630.01 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 Sifang Zhao, P.E. NOA No.20-0406.03 �°' l )Expiration Date: May 26,2026 08/20/2020 Approval Date: August 20,2020 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tn Edition (2014) and with FBC 6" Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC-51' Edition (2014) and FBC-6` Edition (2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I., approved on 04/14/16 and expiring on 05/26/21. Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.03 Expiration Date: May 26,2026 Approval Date: August 20,2020 E- 1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision D dated 06/26/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017) and with FBC 7" Edition (2020), prepared by manufacturer, dated 04/01/2020, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC-6` Edition (2017) and FBC-711 Edition (2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I., approved on 11/09/17 and expiring on 05/26/21. Sifang Zhao,P.E. 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O� my m N�mO m z y C O m T Z Z 0 i N 1D D 0 10 i .• m 1r�-v 9m AQ C5 Z { m>OD O T A 1z, OCOi a• r_O-AOr�f r0 D w -DI CAI c, 0 �O aso O�ao -!z m mb� N r�D3 m ? o QQy 0z m z l�'ZDI 3 A A°zz a . 3 m = D m<m n a a zD 0 p- m m 9 An 0 0 m D�z . ----------- - A O = 1 z 550 D _OAZOn>O m 0 mN00n 1 A DNpmm0CT zmO <N _ gmp< O eNZ Op�y pDn E0OmT D Q mmzA o a . h A_p N9A2 C7J h i • m h "`.'-' -- um) -- -----0On A r V� m p i -IK 5 1 0A 1. Z K mO ODz O m Z00> ZZ OmmAp O> : Ayg. e OOm A c �MO Vl !) I r D O CA N D- Np mmz �1 WA y �m2 �- m wmi� Z O my .m0: z mmzm "��mo O m'" Amy T W M O xyyx �rz nrn m Eii TmgT aM. ymoc; C �iX1 t y;OpC mm A K ulll om 0 A =N mA p Nz02m 0 m MN0 y 0�0A T OPp0 D 5 T m �mm cm: a+ m. --i- 1I D C 02 �D py�yo�y�yj -1 m�ma Z r Dz j0 N. 2 �yS DW_0 Qy -z{N m0 my�m�? In AmZCm a �c VCii " 9 y �m Or D--I i OOmm - m >� OM, sq 5 D O z 1 m: F C= z r ;0 c om i 2Om --,50 F y o o c�zm QQ 1 S Z O F� �V� M0 a ° m zCCm mm m .Zl { Z m_ ls\\o Nmm oc� =�� loz< D� o m zn Aym O mi omc .0Z* -<� < nm® 9m p 9z mi mm y � < Oz�m m m 00 miNv m oH m � �(�F F N n zz DO O �7 2 {A om O m zy Y!�!V14 rpF� ;m m zw 9 l�, m v A w 1 0 r 3 �?00 0110 A E M .IMPACT-RESE3TANT ALUMINUM TUBE MULLIONS ZZZ 9M V.-Orml— o p-VA ?�� ] o 11,J N A s'y INSTALLA�kgN INSTRUNTEONS 8 sne�p J �� m / ^�a CD OR ;m NIA WA 6300JR 3 nl 25 10M MIHNOL00Y D11W O 0 sw.n 9 Dne: CnOctert y: fjala ReY N.VEMc&FL J4275 J R�kWSKI 08/2W11 ❑ Y9_ v¢3]n: (911)IB0-1600 J R�7SOWSKI Q6126F2o REVISED BUCK IN DET-C. xEcarHnrloNmaxsa m m ) § ! \ ) E § / �) x , \ Z m \� / ) 413m \ \ ) 0e / ; � « \ 7 q2 $ § ) 2 ®mV ; )a. } !ate o Fn § z \ k� 1� 9 7c / 2 §§0 j\§ §)) z \ f/ , $ , ., 2;e ¥| P tm o ® !) ¢ ° �( k � ; { § ¥ } 2 o \ �� - -- § ! � /� ---�-�_ — - ƒ ® - -- - > H § }mo G) -�---- nr e §■i %g9! 0 n |! � � @-- - # o ) e 94§§ 8 1 ,g §) ) \\)_\§ \ z z 2 _ o \ . } co ai / § ) z / § 0 2�§ \ Z � \ - -+ -- ----- - [ ( 0 \ . - ƒ 2 ®� \ 2 § ---- !)§ m_> §( ) m dz s ----- - ----- °[ ( . ■ ( �§ o ° 55) �f \ } \} 22 ( \ o § g E - _ �q § } § - 2§ 2 e ®me ,� 7 •_� {)§k o | • ,c \{\/ a \ ° 0 —IMPACT-RESISTANT ALUMINUM T&MULLIONS - a a , - °&� m¥:r w k /, : /° � _§ ~— ImpLLAIa wemUUgkc .;u / ƒ z |� _ . @ o m NIA NIA e a 'N 2 ■ � mJ© _- - __ - 2 {F�7 : s VVSKI 0 o »mn m ` �R o�N 1 Klnr mr--FareREEI m m Y Mull Length x D • • O A p T° W $ 3 3 H W ■ e s i m fit m W . >> - . - 3• - 5. _ ' u D a m •sN• .,aD a c n m m N a Mullion Capacity 5� nba/V) 6 -n a .y Anchor Capacity ,E`P C Required(lb,) m m r'A Mullion Capacity -i n y y n G ti a u N b, pba/112) 5 a C _ m $_ � m Anchor Capacity 3 mm a cc Opp+ R $ s $ N Reyuired(Ibs) y 6 `Po o N Mullion Capacity n (lbalh2) r C 3 51-' n u w Anchor Capacity m m a w w T 7 9 °i G Required(Iba) Z Mullion Capacity (Ibs/112) ou off') 3 S N [ Anchor Capaclly m _ 'wO w Required(Ibs) 1p N > Mulllan Capacity A ,-"'i m (Ibs/ft2) Z p� ❑j F z # $ Anchor Capaclly '@ ❑ A ➢ R 777EEE v ti Raqulred(lbs) ■ . z N m w 9 Mullion Capacity '• O (lbs1ft2)) gr y. de R 3 R ,o Anchor Capacity �' to . [ n Required(Ibs) 1O R D 6 R&g c m n W Mullion)Capacity pba/hz 6 y pp �+y ; Anchor Capacity m n r O to C r m(n m ~ S' D A'A R n ro m Required(to.) T OZ Ri O m m 0 E N m m m E Mullion Capacity �' fit�2 m N y r- m y Z -I p o u m u (Ibs/n2) ,3 m N m N m i 000 M ra m p 4� D Pm O =m z m r�i F i; if!n R c> tt w Anchor Capacity r2rCi W m O mz -4 N-1 O $� &' '� A'1 & m R m Requ!red(lb.) ,O N 20vi DLO 71 m s C, T m z� r 3 a Mulllan Capacity m �Do�Zo �Fc S op ' a➢ w pba/n2) _. a>z C: �mr v_ S & o 0 0 z=1 XO m O o 0 m _ c'r m ra w m Anchor Capacity ,_,a ^'W m m Z Z O Z M - g N Required(Ibs) Q �Cr z- m o x� m m D '" S Manion Ca it 8 > C: m- m �� R R o g d g g peCr a 6 xODZD=m �mm fA/1 Z Z D F A p t m N Z. I#T a �o u e w Anchor Capacity 2 e 2—0 O m 0 Z r 0 ➢ A D R C toe g Required(Ibs) p m O D O O �0r C S Z o- R, Mullion Capacity A Sy�cTO �O� F 1m �E = a Qbsln2) r-g o p�"0 _ m m $ Anchor Capacity 0 0 y -1 09 z z K 1 m Required(1bs) C <m z O O cDi 1 m 2 m > van Mullion Capacity -I 8 m>ozr>- omo m oD Ra a' o (Ib:ntz) &a zm a om a om=S -D+N D Q N m g Y N F o Anchor Capacity = m F N y r m z it O n �11 e Required(Is) �. T x 0 (n r m O Z m r3 6{ Mullion Capacity m A 2 (I1s/12) g F i s o g7oo ll r rn v Go Z m m 0� x Z �mI ' R n a°' ra+ rw i Anchor Capacity O 0 m S,� i Required(Ibs) q to A�C y F= Oz o R R D R R.R ` ^ m g o e g Mullion)Capacity zmo urm m o m r (oz. m z o o w AnchorCepaclty in Co m m O xo O D m a R R 9 a !F g i m Required(Iba) O-q D rm D fA r 2 0 'm N N n Mullion Capacity A m rn m m o R R >? ") S Anchor Capaclly a'P g A$ m z m Z - m Raqutred(roc) o w O = o >g p a_H ' & nbelniz capaaily 5. tioF D R R R eo ) $ Do m ui o ru 0 Ana horCepa-lly „� p m " ezi w e " Required Qbs) w O 1 n R m o mw. Mullion capacity at > nbs/h2) 6 R • a a Anchor Capacity '2 N r R ➢ R Y N w $ Requlred(Ibs) :' 8 1 G a Mulllan Capacity X Ilbe ft2) w R a 3 o °c y Anchor Capacity a C o y R R 9 m m $ Required(lbs) r Z zD Dz T-O mD1 Zm1 xC ;nO>mOZ p OxxODOZZ -- OO1O D 1 D ZGl A pa2 X r_D �17.10 m�xm mz CZ 100�-Omm$$��02Tv� v�DS j C D C 3 Z D O 00 C O m0 n0�-�7Cr mom ir0 1 2 u 2 ZA - ZTx3C r—Z t1vA()C D 0 -4Q yK 0m0�OAX Z z m a Zz0z—;Ur> 2 �p7 oD Ded OO�O�mD r 5O O V A C1 70 . GpmAnmm omao06 n nen i eld e W N° IMPACT-RESISTANT ALUMINUM TUBE MULLIONS a O o •m Paacnpllaa r = +N o <_ 1 X 2 X.126 MULL SPECS A `"(m r,/ffi�ny _. •.....• �~��: .o °ONf rn fit 5w. e qHe 6QQ m N/A N/A w ae 25o O o " Pak CRacd Ry oraJ ROSOWSKI ff G: toN.o 4rEeWc La'F ootR-o c1rS6 4oY 7a5 0 Rev.6 aare: R1VebrF. J 6SOMW 06/26120 ADDED NEW ANCHOR TYPE. R�alsrRAzlawd2a2ab D 9 Mull Length D D 1 tp x Co „ maa �m7 mnFn c3 % In �� n CD - - - 3 - _ - D a m m D a • a m d > d o m ' W y n j w Mullion Capacity A 7 e H m m m mo Abs/n2) R O D m O $ 'N° S U Yo' S $ b"i g Requced pbs)y m y O n > fle ed Ibs u A G . C Y O m o uJ $ Mullicn Capacity O r H D o 43 &i Arwha Capacity $ n Required(Iba) yyym D Mullion Capacity A In P ry In R AnchwG aci e w 9 g s' Required(Ibe) $ in T o , 0 nay y '��Igg V y $ N N g g Mullion capacity a 'n Z C S w o�3 m N > N m m (lbslll2) or p In D eT 5 ry Anchor Capelly c N • r u Y • 8'i o 'o m Required(Iba) gp o u a �' g m a $ Mullion-,act, a (I1,0112) 1� yy x W z C g $ Anchor Capacity a a $ �i °� Required(Ibs) Mullion Capacity l O o 'rn m N o (Ibs/fl2) Q , }U R Y W Anchor Capacity ,$ C m 5 i3 Required Pbs) z n m � m Mwliwl CapacityA 3 m.� X • r a c7 '� o m Aba/1t2) d .� n Ro s3 =rrm1=m O,P, (n ,� ]' �+ �+ INy y Anchor Capacity m_ In D Z y C Or 9 r m q W W C c n d v a 'n th Sf 5 &' p Required(Ibs) ga. 1n F c me z m r i9 „ S a A y m m C (Dn =N m rn 9 w m Mullion Capacity a - pNRor�� °z z Abalfi2> >X c W o m D n 1 z A Aga Anchor Capacity r x =o w coo k� i o n 9 m Required ilba) m 3. d o D x 0 C O p 0 z pp?' w �+ g F_'p Capeclly A 3 y W Z v 2 Z GOy m r p ➢ y hi o -o o e 'm u 'aV, m a,#O�--O OC OZ qmzo O m rn CapacityInS in '=n mm -£ w (bs)O r � c 0 >2 Y TQ Ra D R 'm Sv �' '� '$nCapcity 00= fn Z tiIT,A o2m yxx li'v NCaacity mZO�000 x0 $ �ZY R S D y O v $ in F V Regaled be) N O A O O T r S C a m .2 $ $ Mualw Capacity m pN�r Z O D y m m u N .O1• WR2 �ONpv mom � OZ $ B� B�i�' �, m o m -. V m m p ) $� � O m)"U m, =Z Z Z Z O .� s 'o^ 9`� = Anchor. Capacity, o��M,o veto 3� R ldred ba N o eq ! )"� e <D i 3 D n p 3 0 p A i#n p R Mullion Capacity a 8 b# mr OCyo 9zm i tiW � � r 5' m a N o 'o' o m (Ibs/nz) qq� to O O r m_ rr.�� yy?? S D N N O O r Ta 2r E& S r N Anchor Capacity RI 1� 2 rD fill Z D) A D D g 1 , Required Abe) �. r TJ n r T N O O d a .1 Mullion Capacity r� �m j W � mp m f8 z u o z�T o� m m 'o�_ o m N V V (Iba/82J 3 p Z 2 G rn p w m p S z m D F 6T D it AnahorCapacity N N. a o s s Required(lbs) =Z N � m r cc) ti o 4 v Ai A B B o 0 0 im Capacity .s �ZW0 /znm x p 1 1 O y N 0 0 S Anchor Capacity C m z g z rD- A Required pDe) 3 3 g O N p y J g ry $ a e Mullion Capacity A ZJ Z p 0 -1 E CS$ ]§ N `� too it (lbs/112) o z m 9 Y r c A =N z D$ IN D x a S Q AncnorCapacity p N 3 flnl m m mm (n O D i r3 5 m iJ Rewired Aba) ? z & z Mullion Capacity ��jom g ' �' m '> e p o o pba/�) OO l'v N o $ �+ $ Anchor Capacity ,$$ m Y o_ta M Required(1Z) 0 1X , a+ �^ Mulllon Capacity per,n - AbsM2) S 6 u e y a 4 Andre Capacity ID gg i q 'off i•p. 14 N K 2S Required(Iba) AtAtm o o Mulllon Capacity N 1 0 = Aba/U) l J m o k Anchor Capacity $� �_��+' S m ReWlred llbs) R It _ ZZNDmfNn p2 am Om20 ==oDpmozzoc Z2cmm p O O-1 n D Oi�1 Z 2 A Z 2 X I D ya cS7A0�3m?m4� D;6z r. tcnz n00 om �axm r- c ��czg�3mc p cz 5 �slg ��PSN 6 �cmzi110JO n - 2 zm y <2DO0Z-ice m � O O O 1� Z nnZ 0 D A O Z O n[�N O y n 1 2 9 A D DOp<O�mDr2N� O O vv 3n `55L(t�l 1111'+� 3w m zam9 m3pmA mD mmg�W r Z a:M1 m� 7 'L ii nX n -O z. :z u° rnta m-a !^ ;� - o w"Em IMPACT-RESISTANT ALUMINUM TUBEMULLIONS ❑ = a ^, o �to Cea ,: �m=�tl,rra N 1y: C :'N b s<_ x2X 375ML1LLSPECS Sens: Gram. Cf.W g Re. 8ne0 'liter N = o na.N!A ume: NIA neekaeey. 6300JR 6 w 25 to TECHNOLOGY TEHENOL Y DRIVE E� . o_ 75 N w d J R SOWSKI 0312all1 I7 (941)48m-168° I1I.J I I 1 5 Y ey.I!. ase: Wialon; J R�73a+IV51il fl6126I28 RODE❑NEW ANCHOR TYPE. FIEGimA7roNiQ8296 x m n N Mull Length 3 w % CD GI■ ■ 0 GI O � -na r m • m O �mr - - - 3 E _ - ran m o m .YA{ 'I� n R7 - s• - s d - _ s 3 x y 'n µ y a u';y N oai 1 FI p i �' & i3 Mullion Capedty ?'7 ...aryl T •N P d A11 c, is + o o Ub4/R2) 6 r G P i o o o & R Arc h«capadly 8 C O p o re i1 w o Requred Ube) G ,n m m n u m Mullion Capacity d 9 c o _ e m Anch dcapadty T 3T Required Ube) 4 rmyp y❑� 3 W Mullion Cep"Hy cc m o e o (Ibs/ft2) C r Sk'l R Anchor Cape 4 m m a ni m a p e a d �, 6 o $ f Required(Ibe) 8 h;�y�=_ R z • n m Mullion Capacity ' v m a$��o � 'ao ao ''m (lba/H2) m A ' W Z; D9 c rn p °1 Anchor Capacity u . m g y� y m m S ^ Required pbs) on Ala D @5f 1 _ so � 8 9 bsiR) 2 cape dv 6 . x z g e m I Qo o o AnchorCaPadly . q D D a _ o $ i<i �' $ $ Required Ob.) - + g m o e $ $ o e o Mullion Capacity v Anchor (ibs)Hy 'F Required c n e g & MulliRzon)Cepadly 5 / 7p m y y y d �+ o pi g Anchor CapeGty 9 r p p T 2 w N y_� i ➢Yi C ¢ ,. bf a RegUlfed Qbs) 91 g d m m z m Ora r m y $ Mullion Capacity -' g D A F., m N F �z" x vm >n o z �� o v m N o pbs/H2) mm m m O i p m m o x if&➢s e a r >, W o Arwhor CeP.cl d A. m p W-4 o W Z mm a o & e w Requred(Ibs) r (! O z a e '+ Mullion Capacity o zamC07n Cppi o Tm ri i > Yti G uo 'i > Ube/ft2) Pah D ZCp OFC Op g E. G'z m Z Z O m F S A_ N V. ^� ' Anchor Capacity u' y 0 1 o cv z s, _u m m o equir n ) `v r./DO mip cm)Om O m� �i:�� Ym S°i R ed bs A m 3 z N m 3 m m=O z m n n o, S S S u, Mullion capaary =>D�vN omv W m N o Qbs/n2) � . p D Z y m v m W r 0 Yt F r C Zn Arch rCepadly 3 >n (Ajr C>z z A 6= m N O S D&lir Required Ubs) 2zCG7rpXT$O >O [r7 �a m k e 8 Mullion CapadlyO t7 O O z gO 2CZ ` 'eNeu } (Ibs/"z ODA �fi N a i N o p m p z < - N AnchorCapadly m O p°m A 3 =z z i z p D T. 4 1 �, d U o Required Ob.) R 3;w g 4 0 F 0 0� m CI: a a D D g: ' c d y °� Mullion Capacity 8 < z y O n r 3 2 2 a u m 'o a o c (Ibs/ft2) W'oz(n_ m D N D A N N O O D n y N N D D D q r.� 'm 7' in x'i RNWr Anchor Ubs)Capacity m �.N i N p m _ S Mullion Capacity a i o y k p a 3 e m (Ibs/R2) R 3 S T A A V N Z n D G _ W a m r�i(1 Z m m °I x y q. y ' ^ Anchor Capaclty e J rn z m rn O� A D z m rr�R"I pp ��qq a i$ � � ❑ m `m" � bi i"n � is �" � Required pba) W N =Z C�1 n yr y v g d 1 yo g 3 $ Mullion CepacHy _ A C-A D y p o o a, R >T - e m m o 0 0 obs/ftz> o fi,m z w o y m = m 8 i 13 Y 9 g Anchor Cape m m-4 o m F X y z O > s o 's Required Hbs> y m c m o > O ti �a a p ^� N Mullion capacity m O D m.D -�' m g z r g (ros/ftzl m�z A° oz m � ➢ a g g m m N Anchor Capacity m m w W z ? ➢ U m so Requred(Ibs) e cm m o$r m in "� z D b r y e v o im capacity D � w m o 0 0 12) � o F N °Do _ a g � m Anchor Cap,Oy (W a= 0 z S o �' ti Regwred(Ibe) z a a >g+i fi$ N S + Mullion Capacity O-i o - = r, a w Ubs/h2) qq ff pp Qr W Anchor CepadlY '� R y y n ti S G ffi o di )n" g Iv Yo o Requred Ube) D Q c N P3 Mullion Capacity ¢ (Ibe/R2) qg c o ♦6 fl i! Anchor Capacity _ g D Y Required Uhs) �?R ow g $��➢NG SB��3 y�m Dz D7�zJ DCD(�2'l<�mmOTAx�mC�3Om .Z... 220Or�ZZmomxm=CmT Sp a DZp D p ,T o C A3 noA m z z ODOO � ' $$ Di i= m �mF mirOA� n O z -zm�A( D O TD m D az m z 1 p A m v s n �' PQ O V C, 9�3 m=gym rmCp_O A in ``�'OL1dll�+�/vyir °WO Xm a c� � m?jmpI��A mz�D ! S� Z m 3 O r m z $ it = ; o N°[A IMPACT-RESISTANT ALUMINUM TUBE MULLIONS U•.P - a p Q III cexrnrnn: N o 1 7C 2-75 K.375 MULL SPECS nraiwq 1hy gneet 0 N a n p NIA IJlA 6300JR 7 c 2 070 ecv nvxacr I�NE �� ....... �� o e a even ur Dave eneemd ay nmHe Rev. M. �no'cr, 2 r.ars / I rl�t lt,`�titi 'o w q R JJ�F2RSdWSfi! oy08129111 R�leon. U (sal)+eo-lsoa ASOWSKI 06123120 Af)"DED NEW ANCHOR TYPE. REGuTIFRATIONfI20m Z - �. v ®� O D Mull Length Cu r m i Fn m g o N r m ' o I . - - '8 _ o� w $ SC p1 N o c�a A m ° v'O„ n N �, o Mullion Capacity Om m o 0 o Ohs/R2) w D y o Q rV r�J+ g N $ Anchor Capacity O 5'@ c Z n p n VX m �i = Required ON) m m c c n p m g g S o Mulllon Capacity ' in I Qi pbs/R2) sQ • y o d N �, m Anchor CapacityyC m P 4 iS s N o 3 N Required ON) CU i r ym pp�y ramr�.g❑❑'n Mulllon Capacity z m D S'$ 'm" 'm i (Ibs/fl2) Q ma Anchor Capacity% �m r Required m L) Z C O _ a Mullion Capacity41 -i C m SO 9 .9 a§'- m 'm m m o m n o c c (Ibs/R2) M1' :a �n�Sr'1 c Q �n i- . N ■ Y w '�' Zn S bi•' g �" Required(the) y m ry Mullion Capacity `�}N ' m N o o Obe/R2) x z Y Y Anchor Capacity m r O n g y e a 9 m Required Ohs) - y Mullion Capacity E] Cl y N v 'D O F y p pt o yn Anchor Capaclry 4 . Requlred ON) m $ 'r �' Mullion Ca � �' a ' S1 m g x e s o o Capacity g N i U m m - o o Obs112) _ irk<O� �12w w� mrriid� pI yy++yy� {{ v y, y� gg� pg� $ Anchor Capacity ,o s N Z C r m m W tl u ri S 4 C �i ffi i'v Si 5 S u ^' Required(lbs) me z S d �' U m m m�'F �^ _m m m g Mullion Capaclty -4 m� mob m m m o 4 e m w N o o Obs/h2) a=r m m o m z m y Ancha Capacity A O A A' pp p 05 0 Requlred Obs) - m D On A 0 C F C O 0 0 6 a N yl Mullion Capacity F 3 0 wzzcz Omr AA n? gn >` a (msrn2) 5$ 6 e aoliTzca PEE Oz $ ru O Z-m m z 0 O rn N N u ' Anchor Capaclry D��'m m C7 m z m ' w e 8 m 9 ffi N g Required Obs) o S c z• `e1m 2 m e 19 _��>ym °l p 0 AD?Z2� vrm-y Z n �g R G & g P N 3 2 N 2 DST !3 R u o �' o 'o o 0 o be/fl2 Ce act 33 a P 1 z=c�>n o°o z no 7 n� ' a s a : 9 '�' Anchor Capacity ZO�OOZ xOZ 3 rz v & 6r g� " 9 I] ) m $O$N O m Z m r D r S C 47 a�^ o ry e o Mulllon Capacity d z p N p A � m r O ZN �g 4^ ' o e W & o (IIN/Ft2) 4 m O O w D 3 O rZj p Z 3-wj n '� i N S i^ N Anchor Capacity m 3 0'C i 0 m o 'CI mg " b m Required Obs) d g l < z 3 D Ci O m 0 m O y C i S n Y pj Mullion Capacity m mr9zW w OzN D Om a l o m bJ m fu s ei o 'o 0 F. (lbe102) mN c-lo DNO z (A gg m D 2 n v i Z m A j A y a y$_ g' C 8 F �i �' !o In" ''f. .d B ]ri Required Obsllry m r X n F Q w m 0 'Oo O Inn >d 'YY o o� Mullion Capacity p co m m A z in w a o ObslR2) m a o o o A Z ' ' R S N U - - Anchor Capaclty 02 W rn z N .. -w r (� $ Required Ohs) at u U r O N 2 z 3 O m „$ a j Mullion Capacity 3 oY D o n m N p g ¢� r y o o n o 0 0 0 (lhslfl2) w m 2 0 20 O w z 9 z E a S z g `� k( P Pn o 5r" &' �, Anchor Cevaciry c m C m m r2 z O S 3 m 1O ' - Requlred Ohe) . W w ti z w o N .m 'wog m ityoao MReuqllulolrne dC aOpbaa) m-) z N 6 (Ia1R2) o 0 z 2 iz Anchor Capacity m Fn O m z mor �T - g Mullion Capacityo > D �12 o 5r9 o 0Obfl2) mOmO rn - o Anchor Capacity Z D P c_�" " �' N Required Obs) '�' -9 m Mullion Capacity r A a w o m n i. m Obs/112) {� n= ,, ' Anchor Capaclty _ {A H Y m c Si Required Oba) $ N D n 7bSj SS �m ; o Mullion Capacity v X V 'm 'm (IbslR2) e r N � � Anchor Capacity x ur Requlred Oba) 3 %�SAli_ �N z Z>C Dm mAi 0,m O m='Cil � � fm OpmSr Dm0 Omm ,a, D $ Q 2 2 0 p 2 2 C Z C p 2 X D z N Om;00 >-i -i Zp>5>z Z SA O�F.m=mG)20mn[n f-C-iI+IC7 19C�zCm- mc�2m 91 30 no>nCC��m-4rr---O0� II F Z'S D�m ZZA °m S z 00 ,D o mmv [s[� a y� aR v 1.ZS7 DO Dz?O �iN 0C) 0 D A D •}+ad !1'y++�+ C4 k �Ca9 co m Om A m0 m13 m m Z�m 9 Jar ll r ,90 Q � r r °nm r m IMPACT-RESISTANT A!_UMINLIM TUBE MULLIONS p a z - Nn]X 2.75 7(.fiSQ MULL SPECS r�. 7-' _•ti '"� Wok S 4,.. Ixawln ff No. slyer NIA NIA 8300Ji� $qr 2 �o�y�aluauxr rmrar [n +,NF+f' ��i ,. N w 9 G nraan ay, polo- cnecsed sr. pyre Rea OL WHAM a Nam �4 c �, J ROSQ Ki 08/29/11 D l I Ir)ti m TABOWSKI p k5128120 ADpEI]NEW ANCHOR TYPE. nG3rRATlaly rm7sa a Mull Length 1 a i w ooj W •�■ C * p A o m ffi m - ffi Es ffi ffi rJ m x a Is 0 �r m c a Mullion Capacity O 3. '^ n a " '• N o N H o o - 2i 0 (16s/R2) 6 T D co o o. Y fr Anchor Capacityg G) CZ•I ` y-,0 rr g $ '�' i g E g Required(Ibs) m frig ! r I Mullion Capacity n w ! ^' too b 'o O QbslR2) Anchor Capacity � m Requlrad ob.)in - m 3 g Mullion Capacity m ,y a >T!a Fv - e a o m o 0 0 0 (lbs/R2) 8 8 a C '� o,"'4" ¢$± g m pp ;;qq ;;pp Anchor Capacity 0) rn m '� 5 1: A 3i fi Requlrad QbsJ m () Z C CS w o •-mi m a o Mullion Capacity r A T hillo o 'o QbslR2) mtag atAnchor Capacity i ily6 5o Roquied Qhs) '�, Mullion Capacity Z g 'o -oi N o cO o Vn o 0 o QbslR2) 6 � x _ l r - Ancho Capeciry T y❑y D a '1 g ?•+" YJ a W Z"n S xl 'm $r ^� Requlrad Qbs) m a i Z an 'y, $ N N o o Mullion Capacity s Y D m m bbii o o (Ibs/R2) g C ffi_ obi ffi o m S �o `' AAnch ed apeclty S m o $!F m ever, Qbs) Mullion Capacily m '. A 5 QbslR2) $ mi o 0 0 Anchor Capacity m x O N O" r m m D y F D k m a ffi Required Qbs) 3 ryxOm rONo nZmm Ci C,mmn c mz m1N i mZtim Mullion Capacity m (IbslR2) O .9N =00 A mm Capac lNno RequieC m m Om d Qbs) wQ�'0 z 3 #O 70c C❑A � T x cOO C ^' Mulllon Capacity (IbaR2) wZmZZm m m O m O C O#❑ S y8_ 3EC u Z Anchor Capacity Reulrad(lb.) zz a j Z a H s 2pd'a° ON : to 0stiDN ePacNo mo (Ibslfl2) zi miZy Anchor Capacity Required(Ihs) ff tau2Z XO D F6GO) O p an ti )v m is n Mullon CapacN9 o bHNo y o p O�o N O m m Anchor Capacitym .. i . Requred Qbs)O O Z=DgC mmy Dp D t I n n F Mullion Capacity mZ0 0 V c- o DZD m O — a (Ibs/R2) D a Capacity o Requlad Ob.) ZZR r rxn Dz o�. eo hry m ,� Mullion Capacity A � X CD I m m m Om $m> > c m b L, e m Qbalfl2) n� C m m O D In r1x1 3 m r 5! q � o Anchor Capacity -m o v'ZO m m O 1 A D r� Required Qba) o R O i C(`��'+j N N g D$a V t�t + �y7 W Q $ 3+ N '$m N Mulllon Capacity v ArOrnr' O_ rvS o - .'err - 0000 a a m D r 2 Z; O w m m o o (Ibs1112) p = o O m 0 =m m z F sx ffi x ffi 8 0 g Anchor capacity w p rm T O 0 0 N T a D&S-i I c o �' Requred Qbs) A n D r D y ' D �+ ,� $ Mullion Capacity r n MCC C pZ ow _ i_S `N" m j m j o Ilbs/R2) o ff 2 m G> m m m O 9 D Q g g Anchor Capacity ,$ C-{AO m m r Z D Requlrad Qbs) $ yy x m mrr�yll rtmmI Z y A p A W Mullion Capacity r T F N N .� D I!v ,�>y Yr', m N N o (Ibs/112) $ <m N❑o z c N Caeirywa Required Qb)m $ Y 4 a 7 j b _ m u Mullion Capeciry m 3 o (lba/112) Anchor Capacity 2 ri> .� N of Required Qbs) R $ 4 z3 Mullion Capacity W a m o m �, o o (Ibslfl2) 5p or Anch Capacity �•-i 3 x o o Required(Ibs) r�?C {mZmT� m 0TZm0 01 mm-=Cn p z D xonpmMpZpmnri 3. czAx� •px K Qmmg 3D O 1 m=m-cnv mQ0 Z n�>mc>c� 3 Zr =ZT V Abc Q O �n �TD DZ"Z'1;Umm0 n xA 0� V -i�oO Z. O cn��im0� 9 ['J �3 ACD'! D 30(OAT Yr 4 >rp ry _ mr mp =TOmxz C�1��ulliurly777i E 5 `5 DM 7 WK v omax m=0" mFm�S� mg m Ly E a ��n'. 9y�'•% 3 ° za3C m �m cy Z d dv a l7en ro•E z IMPACT RE3f5TANTALUMIlVUM TUBE MULLIONS o o �m uaermrnn a:! onto b '_< 1 X 3,125 x_5 ULL SPECS N�%�-. ❑ ��' O � N A S rn serve. liwa: nnr.�p Ro. sna.l N 0 rmp N/A NIA fi300JR 9 m 26 1070 nWWa 0&hF M 1 Jn fl�fi'••...... O O c Rr' Cara: Cnewo cne: eY r. N.M7fIC[,Ft J4275 w n J ROSOWSIU 0 8129111 €] (sal)Aso-repo +Y/fIIliily d RsY-aate� ala- Reyelui- . 1 R[3gDAISKI D8f2P 0'i AISI]Fn NEW ANCHOR TYPE. I REGIBTRATIOH A4 M • y Mull Length I x y O • C C '8 ,rTj _ _ _ 3 3 p C7 N m S Y rd' $ '8 = &S 8 g �_ 5. c N W r m m s - sl - s s - - y a T • m §N`o uPi d `� $ g o Mullion Capacity F L) '. p 7 Y T.y} S q ` O w ^= b u 0 o p b� (Ibc N • ■ ff4l1111 50 y�F: n n _ Pi k' `� S 6 Anchor red ba 'R m "1 f1 O O ry Required(I ) rn C L7 as AO m m N 1m [ u6 o o (b57112J y:, Mullion Capacity ' $ y • .• N S u $ ry gi Anchor Capacity ,�5 1 • moo 'm' 3 g Required(Ibe) m In n • • m m finL,' Q g ?r o g Mullion Capacity C • C O II S �. 11s/12) $ Z ■ m m 4 w x i Raqulred(Ibs)IIY m W -U _ 4M N g D ■ 0 '� '� Mullion Capacity -i mad �a�fl ' • ■• ■• ••a DDz SZ § i v a m Anchor dab ity R pac 991 P MullionCapachy o 0 0 (a )m y a ' rpq Anchor Capaclty a'T • • $ D r� D ti C a ' C N Si '•' g Required(lb,) �. m • • x pp Pg 3 6 m N Mullion Capacity e m b o o vtur 2) m a re Anchor Capacity ' 3 Required Qbs) S • • C D n O m' (j' � u u m N o Mullion Capacity 6 mB& S AE a! 3 ,�" o w a 'u a o (roalrl2) S d f.. • c 'fit y�9� ro 3 �+ �qq !!q� Anchor Capaclty re• m _� _� "d' Ci 9�+ S= )v I n E "'I 0 E 'X p � g A Required(Ibs) - N s > c Mullion Capaclty a #D v u�a m u ti pm p> o yyo . Qba/h2) � , C ry 2 1 O C O` 2 g $ g b' �i w" r� J g a' Anchor Capacity �' 3. O C C Z y C)W$ r m N W a v N" g " g Required Plus) n z o 2 r�pp W mCF m -ml M. m' �I' ' w a 5 p o W z nl mom p z m b m y p Y°C R' 0 m g U e x W Mulllon)Capaclty o --II u ^ m N N o V (Ibs/h2 ? y m W 1 m D 4 m"� "r u v g i3 Anchor Capaclty, ' a y i D m o N v°o z 0 m e ' 9 m g g Requbed(,be) m m Q v o= mom n n a& a g o o Y N Mullion capacity g O� z c z O m r r S z m '�mi ,mr a w o o Qbs/fp) 5 Ozxz�M mz i �N nomn�a� > s? 6 >u 8 Rachlydab,)M ;0AG�m mpn rtmI k& d m ' Wre P ) - <3 0DO O"(n 2 O y ,� ti Ln m ,�i �8 8 Qr $ g v Mullion Capacity A W Dm m to x 8_ v_ o it ' m + e o H w Qbe/n2) a YaDF mrrn Iz � � J W r C'r r O x m N �" Anchor Capacity m' 1 O D r C) O z 5 O & Required Qbs) rnxzDC)O Z z 3 Oz i xx aa 8 rygryg D 0 C O T -1 0 z Z c b n G a n Y D S Mullion Capacity y 3 3 o Z O D r f/i _S. o H a v ? c o o N FNzo� ?;m �C z a m 'o o Qbe/I(2) 8� •z c m m z o '" y y ; Anchor Capchy Z m o -_ o m D '•ti f� £� 2 Required Qbs) 0` . p y I D D n OZZ O N y D $ _ �` L $ '¢, g _�,, S g Mullion Capacity p oo F j D N Z m 3 !n dC�_i4 $L m ^' '� b Pbslfl2) 6 R c N D�m 3 W rmn> S$S (� & = a a( o m rt� p N - Anchor Capacity g o y�a 0 7r o m m in D 8� f i R � � g Required Qbs) y N� r �A ° �R 'Y M e 9 Q o �l,on Capacity m 9 N0 Og _ , . . . a o 0 rWpp➢mOn 1.-I p�y rmp N 3 wyOmO u uN N °g3 NN g Anchor rgmm3 R o8g 'p+ m Qba/lt2)) Capacity m Z Required Qa). oi Ha aWzrn a 0 md t $ MullIon Capacity mFm z AnchorC0- O Vm m euz m aNCm Z. O RiredaQpbaso)N Mullion Capacity moAnZ �iyN o a>omm� m mE$G z o Anchor Capacity s �nN o � e � s � � � m ° me m m O e ReWlredQbs) nm 11 �N O �� a��n&�Ts� �o �" N N � i3 Mullion Capaclty m m T O DO m (IbsIN2) E -Wd r{m,O m `,SD R "' S" i g e r5 p ry r Anchor Capacity o's r W= "cL a Z M r'I `a �`i �_' T•a n Required Qbs) R $ O In U) 'o x m $f '$c g S a Mullion Capaclty 3' P.C) y m Qbs/tt2) pp gg Anchor Ca c s &.E k !y m "d 5rn'' $ $ Y $ S 9 g 63 Rewired Qbs)'N �w I rv�.y.O.D�.x�DCu, �•z��p mOmzDDzmn<ml O =2ODp1� Z2ZZDm0 O O - :A 0 D e. 0 =zOmm1 S�0Z pr Z M. z T 9n9Wm Il _ iD_m10mO�Om�Dc ZC)DZzzmyC � O o � v x A0 mC mOm IWO m52m m � > OP = Z g mr C3 ?• Zo39 0 r��=pJ••' •':'�p' m o mC O: r r'_ o p a'i . ran m � a n. v 0 •m IMPACT-RE5lSTANTALUMINUM TUBE MILLIONS N��mo^=S ny r.�'-'r�6VF.��{.0� �'T]��•�\=:�_=`.:: o'on•� ��1"�,°,aNu0Nm) N4A sE N o6andenrtrp lrm• 1 {4 (,7St2s5ls.MULL SPECS NSo. 91h0e aoi: r 25m VA NIA 6300JR AOW hwk-Be:' : /ono TECHNOLOGY oRv t N.VFWE FL J42750 082a 5 9111 (941)180 IB00 0 y,o cam Rea•bn, R'DSOW5KI 061PBC20 AQQEQ NEW ANCHOR TYPE. ReclsrRAnoNmezea • Mull Length 2 D • c c � r w 3 Oro m m m . m g 8 8 d & 8 8 S: o .l FTIa v c 9 Q Mullion Capacity p " oe R ph:/z) 6R m • • '-' a u P o "8 g o 8 g pl Amin, apaciry m - m 6 Raqulred(lba) 8 m ®� n o a o Mullion Capacity N v eg h'} aT R a a u o 'o 'a (Ibs1f(2) C • C $ ¢ Y d 8ia N • .. m O Q S. U . g . N Raquirred(Ibs)Ity m OD _ Rpx�Rgpr • • m ' p -' o o Mullion Capacity z m • g n m o o 0 0 o v o nhs/r 2) s O • m m 3+ 'l� m N Anchor Capacity m? Z m W w-T�P o yr x $' '8i Required(Ihs) _ nj a 'n o u - D • x p g Mullion Capacity N • • ❑ S Y o m ' "y' L o 0 0 0 •o Ph81U o. Anchor Capacity , • • � Z _ o m 'd,' ),"i � $ � ,9 b" & Requied(Ihe) m c • • • • A a o a' 8 "� m N apacity . m $ ! N o e a o o A = of w o 0 0 0 0 • a a apacity • • a m♦P n n s> S (Iba) ■ • Capacity ®c o e e o m pacity Ob.) w IT Mullion Capacity .1 on o o Pha/fc) E • • A ' tl$ p' �, x o Anchor Cepaelly • . m Required ob.) n se u? :$ II $ I w w N W @ {{ �[9a$l c o Mullion rapacity 5 3 D Z 1 V(7.A.• N U)W N Z. o Ph9/112) °r p n O c) m O c 0 m C z N p# D & s? o e e a Anchor Capacity ' _;^1 y e mm �Zr1 O m 7,, B S N Required(Iba) n A �'CiN U)r D D Ul z • i�z im� oy R� - 8 Pba/i )capacity 3v nD �m uD ��w m o W m o 0 0 0 C m Rvl O m x z m In y Anchor Capacity g m>-10 �C) v m o.. Required(lba) c o 0 -y{Z O C)O N fmyl r =A n$D a� Y c m rl °°ai �' Mullion Capacily 9•.9 S 3mc-1At7 mz w or m o o •`o o e Pba/fl2) 6 m . c F m -``J z °z p � g "r Anch.GC pmlly to ' m�-,4 S cym� W �� yDa� a7�Z' a� ti m � '� ReWired@,$) m �... o- (n r r,O C1 m A N Z - r3 $ c m Mullion Capacity A j ry a W 'o m o 0 o Ilbs/P2) -Ni m�" z c> y O O z m Z. D $ S ya @ Ancha Capacily '@ m r 1 Z =O z z Z ut to F $ I Required Pa.) ro R' _ n OOznO `2-mD r mpN �� 8 p T•T 3 A ti m p D Z >s a D'i D n'>o 'Yl N - Mullion Capacily 3' 3 rt�m�+z5 c m w N 5 m m o 0 o 1,112, a b+ L7T z 2 NzN G7 ��ff y� d u m m o o P g .� A 2 r D 0 roil r O01 y u i[�_�$ Y o y p o Anchor Capacity •�§' Rl pp r u M 4 �' Raqulred Pbs) 2. o fAnD 2r CD! 00 (=/1 �-I a Q n P $ m(p C D 0- (07 D W ra pp Mullion Capacity a � r/1 N y fn 2 D O D Q O m �rr➢7J_ D 23 - c Lu y o m v N a m o o Pba/fl2) S E m O 0 A m Z CO m A D $ a°I& 3t Anchor Capacily ,�' o=m c K o O o a R & 2t N 8 Required Pba) • a O i N p x ffI z 0 x D y $It r3 �a Mullion Capacity y A-D D 1 m 7c Z. O m di m m o �' �, 0 0 o PIrs/R2) 5 1 r°�K zz X o i y a fff , Anchor CepacllY Required(Ibs)AFFom Tinzz m 8 8 fIbs/!p Capacily Jw yz Tin�D O Z O A `s °, J o o Anchor CapecilY ,o_ o=o'r UOi z O n U7 r0 D C m e N N ,� Requlrod Pba) `R 0 z m o N o m a i a a v a y 8 9 Mullion Capacity a g N N m N W i & l3 ¢p w m m w o 0 0 o Obafll2) m !n _ Anchor Capacity n m' °) Required(Iba) ° Mullion Capacity A 1 m m W o Obsfft2) s n Anchor Capacity Q-- I Raquhed Pba) Fx _ N Mullion Capacily^ ° o 'o0 0 0 0 (li/ft2)z & N $ 8 Requbea brapacity a) 8 Z D Z C1 D C OD T m 0 mm m--i2 CN p 1 a s y m m 0 2 O m ix8 g� �� ==ODp+�OZZCZcm1 o cn 00�nD13-1zvDvzx x cD IE_ o gyp �j AAO-1,m�Xc02 m 0 iCWo 2 Zv O Zi g_No_6�_O_ E GZ��5m��OO C 3O �$ F6TY $gN,�- e Dp� 3�W�SmOCA�� 11 rY f^A —iN nz{2Kr-m O�Ox;0 z Q fl ,y mD zZ, Z('')-t]1NNys 0 n cy�7 Oy D 0�O CL7-1 '02�-�lO O ll4 L 3n 114411r1++ 3M 2m■S ��mO��DO mm0 O10 L �� 0ao0 2Z Aim z v ! f7rU ' m> G T. o ZM1 Q:� T• 2 9 p m Z:Q c ��', - o • •'3 iIMPACT-RESISTANT ALUMINUM TUBE MULL ONS 'o r o N 8 A oeePwunn N c 3 1 x 4 x.3T5 MULL SPECS 6aI,eY. 6[,14: Wa•A+c9 Nrt Sheol: • o e m NIANIA 6300JR 11 ar 2 fo7o TECHNOLOGY oRnE N r O tl aM 6� QaEe C e ad•r orve Rnv N.MICE,FL 34275 �� '',......••'•� �� O O 0, J R8$OW$SI =2911� Q . (e42)4e0-1 500 Rye /+rI Illlf�'� 0 J R[]SOWSKI oat.06f WO ADDED NEW ANCHOR TYPE. Rr=m RATiONaf2e m Mull Length c obi j m Y p N + A r' d> s m q H$ i lg V n MWllon Capacity A 4 cp`. p p P r� o �n ,y pl Ancha Capaclty C) m`@ A f�a n h 13 S Requireapbz) In m m MWllon Capacity - o G (lbeIA2) 5 G Q d y $ $ ql Anchor Capacity - a & n$ X 8 Required(Ilw) 0 R ^W' m i•+ w $ 0 0 o be1ft2 Capaclty R m � o tl �m o Anchor Capacity u' m FT �Is d,8 '° a7 a `� 'm r� X � �, �" a a Requlred(Ibs) m * z x�b#n-- $ a � � n qq�� a f� � � ry m � o � � Mullion Capacity a �' m ob Qbs/A2) 8 m m yy'�D 8' fF$+ a q yy Y �t An Capacity m • ■ D G �_ 2f "' e N Required(lb.) f H N m MWliwl Capaclty ti o 0 0 (lb. $n gg Anchor Capacity y❑ �{ §�§ 9 6 n � � � � � � % Required(lb.) x F m Mullion Capacity O O ji YY ^ u (IbalA2) $R°§ ° o o e o 0 0 o e 3 b ti w Anchor Capacity ,�g p m•o V7 J Y $ Y $ Required(Ihs) vxi m 3 m m Y A D id a m > o Wb. e W 'oo & o balfl2 caPaairy g` -7e '. o g Anchor capacity e n or A ' ro Requn.d(lb.) o S 3 pj N Y c MWllon Capacity, a 9 ro (Ibs/112) xD mmOn rnww O� 1 z �� ij c `- Z g m 7d 2 2" z �' Anchor G aci iv-H Om� r rn a S m o m o w & P ty 3 0 2 c C S m c fzn r m r A q w °c Required(lbs) ^' O Nm S to rmyl i N z, > D Z °�-' MWllon Capacity a 3 a yN DrF-I OHO p gx O nr.�Dgy� ,� p N N m Z1 0 o Qbll"2 paary 6 qn zc � z z zm � r � q � ) iommmom iwz IMi m� u) v c2 Anchor Capacity d n D p m x A m m S a ° Sg$P m m N N Required(Iha) m o o v y D O z-1 czi z N y 5 2 p Y P q g MWlian Capacity r m x 6 r � m z 55{�� rry.� o w e .Iroa/nz) $ or 1 3 O{ m Z Z N )'" $>d C c �" �" fin, of Anchor Capacity 6� b °rFr�11 c O r 00 In -m m v m y 'S�� 'f a m a Required like) m P x °X TOO A A N m O $J K 8 °m N _ Mullion Capacity m C rv�xr mrN m Oz m - b, - N o Pbam) ga m>ti x 1-I z x Z 3 3 z z R F Required(lbb.)Av 4 1,mt7m0T °may me yo b>I s J S 'g' r m A 3 O 2 r a D§s c> Mullion Capacity � �1Z C� CTm m czi a m a b° o 'o o (Ibe/A2) 8 Wm m m D O m m p 2 $ >S»_ '§ d Y.' g `� `� w Anchor Capacity 3$ $ y m D rn° D rn 9 `� ^ " e " Required(Ibs) O D $� n ,m O to r 1 3. N 1 O w O O fN y S m & $ is Mullion Capacity p �� p2�yDz� DOD o Om a m a N m 'o QbslA2) �E 6 n p Z O v m O Z y a a m m - Anchor Cepnciry o m" o o o m o _ d Q !o Regmrea(Ibe) 'a N o N D O o, p x°x m =0 C m - MWllon Capacity e w m-I Z o D m(,rl z °m Abe/As) r�r n N O rn(_zii C� O N iz$ o_ PJ r �p $ $ Anchor Cape clty D O C N O�O° ° T >§ Required(Ibc) m'� O O GA1 o x0 m rD-m A I ^� }o S P Mullion Capaclty x , SxF rmuzi y z yea�� r s+ .e : N o m p ti o Obslaz) 6 m DD m o O O N § -} S yy Anchor capacity m D -1 A N A N y S {� $ �" G Required(,be) 4 Z A r z F ° ?p m D n n `'s N y g Mullion capaoity S o m z m O Oba/A2) 5 n z g o $ Anchor capaci m ty Requled(lb,) Mullion Capacity •�^ y Anchor Capacity $_ Required(the) w °' N m m Y o o Mullion Capacity 3' 1'bs,A2) a. Anchor IN x N §§ D 6T§ -• �?,� '� & L �' `d' Required(Ibc) 9 c m Io g i °N m rn yy z D i m N�A{tn~~ ❑'pp fpnQ�m fnN zcr'f '�` m pm F _ xaODp Zzc2C C.a-4 _F 55 �xDF x yy Z t Km ®R-1 mA I N�� m Zo2� 9105 a z as ,((t(illllllr! 3 ' z° I=r-n C`Nrn 1,0a �F ''• G a o z��5 A y 1 �� Ad � �i4 P$ O mz r < �� '•..� �hn m ��9 C m tot G7 z ! v m S• IMPACT-RESISTANT ALUMINUM TUBE MULLIONS ay m mm a= can a 3t 125 X 3-188 X.265 MULL SPECS rH sane. rawlaq na near m r Gym - Z y Kill Ch *G NIA NIA 6300JR 32er 2 em r pnvTLc�ra:mr p urrwn aw- mis amid ay, oel� liar- x-yt7ucp,a'M1 7r4r5 � � � N w a J R❑S❑WSKI fl81291]1 ❑ ry�ry ua-raw rr+�lrl l+j5)l�' m ° A R68OWSKI "'0"6128124A0.a'E❑NEW ANCHOR TYPE. Re�Is:Rprlah w.lazw x Willon Length D n r ■ ■ ■ O G7 _ ,3 o w: al$ B o _ _ & a 2 4 z m a a s W _ n on m A of i■+ m )^' "v? $"i o P ulllon CaPaoily z m o oelf? $5 T p Y [ Ar m,cp lly R quired(Ibs) c m ,ZI P n O C]n ' Mugon Qom4y N . `}n^s rr n yrg�� n or Wo m m c UES/IP) Y Anc1"I.Ilty m w fA 6 rid & rn R'Nulred(lbs) In p C m MUill Capcily Ancbor (lb.) e S Req'red(lb.) m P Al J Mulion C3pcily _ n ��xa�yy jaQ � R Nun awn) s' ,ZC ror j zp o S L5. _ f ° S N c Anc Capclty u rn r ]s SS IC 9 & e m o '��° Required pm) m Mulon C, cIly gi Am r dy 5 Y ry{ r4�1 N R�dl n ) } } SI =n u S MWill.Cemclly a o r n fn n N u a m o (IwnF) ° Anchor iled Capclry Reci (lbs) z M r0'z C _ HH > MNlion Opcily 6 ycm0 m c Fi @ &@ of AnohorCepanym <n o y e S m - RWi(1 s) 8 0 #D WOA Nyw O� iyn m Pbsllt') O T O m O M r z N -•1 �', o°'i Anchor CSmclly �'_' G w x p e r z m ate`> o .� & 8 & Required 0bs) D N n N T(W/1 (�q 0 .;Z�1 0 MM l3 Q n p p a MmIIm C3Peclly r n FiS 3 ��E °� N U zc z�z zm zm _ no S O m m MO m = z "' N N Y ➢ Y f= & Anow Cemolly A3 y n rml-RlI p . M RenWredUm) " o z 0 f/1 FI C Ul A c N2 MUAian(mmclry z�m�mMn ANC 5 mz i � � rywa°? mm�P) gE F O$mmcm^�A �OZ o �-i > E;y ° 3 W alcwca dl °a , a,>A K m,W m T m 0 W N C _ _ m o m o u Required(bs)y e m x-• r 0 rrcn Op�Z c,��I V) T� ]�} n Y � ry m rc '^� Mullion(3R dlY A S 9-I p�'o y x r- m F= in M z shey�p� Ubsal�l g E, <O p z 0 C)p Z m 8.• zs 8 7' 'm B e D N Anchor ceWily ' fWYI D y 2 i p 2 5 �' Z z n fin' m m u RWUred QW) 1-SSSS z -Z3 c m i m A O =p Mullion Cap city 5 . �rm ZC'T f/1 Mm r �Z m Qbm o a �-�N, pmz z z� ga� � e &O m -1 p � Anchor (lb,)y w W m D 0 cm) 2 _ a m - N 'dr' n �$ X K' M3 $ Requiredd(Ibs V o M _ • (0 A 4 C�0- M .n � ° a 5 mDm ; �4 �9�e s u8u _'" ' � y � Mullion Cam , ryrY�0 2 08 O z y- >�>6 >i a m i� m w (Iwflcl c a Z T N "O O D 0 Z W ID �' 9 5.° — Anchor CaWclly e" nvm v Z!n 7 3 D z m Q Ru re eqd ro) " oA mO-1n pnMO O r� v g ^ V y�N D O�T X >g O A � m a� m � Mullion Capcily r-a O TOO 5 p m O S n u a w m a V (Ibs)IF) ym?z'�ai� 1zS z a0im 0 C m AgnoCa IY a xz� O A ' S � wRequred(los) 'Paz2 q C Will.Cagily go ( 'SoOL �2 o SSg ' mnoZ mZ 0) & Y a C M y fA T a R A.WC.P.Y — D m co ��z 8 b 8 a �� N Required(lb.) m 6 mFyw Wz Z(-n p > ,8>�i > �i 4 'G YJ �, MWII.C.F iy 51 A 2 F O tiom m o W o IlosrtF) D am Z m D p >a r m m m z + �+ �n A. Gpcuy m� m Y p q• N & K `s Nb' B Ymu' U S Req=(Ibe) 'P is y W Mullion Cepcily n Ancwr Capacity e� Required(Im s p >ony�� m T V W m Mulllm Capacity dy — o n0 x L_ � z�pS q"3�N$ Own) &� z T o $> >p 6 Anchor Cepclly 3 m N 4 in ^m' '�' a ENI H P:mul,d(Its) _ $S>iE d y c'� zzvci�mmA-2I�mOm�m O �5 OOm T,-Mb MODDmirn D y `•f gg mN a 00�4iZDyAZ- x Q> pCu 4 D y•�, ' ur k 000 Orn M��2T y 2 ��x R Q �� via ��Rc>K ZM�n03 c o FZH o re QZ�Oc F�cz T�mC D O0 -ZO 0Ax � o � NC �Ty DZ�z�pmmys = 2n 0v z F9 Fr � � noon=��=co Ao p gg� rn W m �vOm py C ti :IZ MO�m�r�I m2 Om yO S� h�yrtllllll Jy�! mD �7J O D V �� 111 In r Z � _ '• i 97 M =goo Tr`Gib b 0 �1 o ° v c •..{ irk. r� z m�1 } }„ r - a s N m'F IMPACT-RESESTANTALUMINUM TUBE MULLIONS r v z - r-., nawwan m �';u N 3':'{= 1`'N Q s< 1.25K3,25JC.100MULL9PECS o- a i° N A s N s�nr. scare rarrhrp rrq ®beer•. m o o m NIA N/A 83QQJR 13 e 2 1070 r,:c %_WV ORWE Lbayn By Do.. nec[w9 ot y n , Rd' N.voll•E.n 74275 E+�r I )4�ti�•~ 3 o00 W u JYROSOWSKI DW791i1 eMwn � (941)4e0-1600 J R�]SOWSlCI 0512BI20 Al7I7En NEW ANCHOR TYPE. ReolarruTlory rx2 e p y Mullion length D H y T21 ina. c 3 a Q7 AO • T r7r7 R R O d I i 3 - ' C P a m m m R o s S o Y� D Mullion Capecily o pp �' S o o as a o ObanP) a s T T i C3 ] ` m v Lam° n o Anchor CBPBCIIY C (mn _q p Roquirad Ohs) Z A -i z a o z, Mullion Capacity .q umi Obage) 8 a _ An he, c g.W m ir a Required Qbs) 1 n p q m •+ + 4 4 4 a4 M~CaPeNly . m� j ti ti o Wa a Abe fl u >; g Anchor Capacity _ 3 -A i R5 on > Roquirad Ohs) M23T r D= xy,g w y a, N Mullion Capacity a O e ODs/fl�l m • xpZ. Anchor Capacity to m �7 9 l;' v 57 if9 u� ff Roquirod Orbs) ■ . D y� gay Y - .g a• MullionCapacity p A D u4 f " m e ".r m a e m 'o 0 0 (Ibs/fro) °n' m qu Anchor Capsclly C2 Y' R lrod S Ohs) ❑�' _' D h __ Mullion Capacity n An Capacity 2. c, Roquirod ON) 1O m Z m�z Mullion Capacity g y m c m D '° Ancnor capacity oe o >u Roquirad Oba) m #D py Qm pis_ Mullion Capacity 5 O`a=�i v O, GO m 3 C Z(n pDp ym e o llbs/fro) °� 3 #0 2 N m y S C yyt y m m y o e " 81 Anchor Capacity o• N N O D m T-I O O •T O= _7 Requirod(to.) m0.R m m D �Y N & y n MullionCapacay 3 a � m m 0,DAON mxo A mT °�L�gJ S •, o o Oba/rl� sa A >c fRitl n o O rn 0 CID y'�y „� C g AnchorCaPacity n Z v & o, U u, Roquirod(me) a m m z a, a m o, m y";o m p w i s w Mullion Capacity - O S i3mmq mo z �A p q �x� t a° o b Oba/rl� va 8 N gmcOm�m ?l ynr m NC fPRR T g Anchor Capacity Required(bs)O NO OF D m Z m wZ Y mu on Capecily, Obalfr) 400 nzcbo e�a nn im OT C m n p iyCm C Anchor y Required(bs) Z5 Z �m R3 Rm at A3_ .m�' _ Mullion C.pacNy a wmmma� fn � —01 � �7 �a ➢y o pb.lfl� ;a 4e m D ...I x ➢m D D g c, o Ananorcepaaay - m n D Requirad Oha) (�('y D m -0 m r N 2 Z q�D O 1)m g -•J•� s 'a' S MIIIIIaIs C.Piatly 13 p.�.q � T m T r O z do D B�� € o c, e e o ilamt') 6 c x 0 ,O-o m m m Jo U.c) o c T o z o s Anchor capacity a 05>-n - xg o A m � } N} , i c� e S m Requirad Ohs) - O Y Y Mullion Capecily zp �� 4 � " o Oba/d) mnI• Io oEnfnrBS e o o a� C n pS 6 ' mE m g g g $g g m W E o Anchor Capacity R m ° E qu be D c O R iad OOO 2 O = CO R Mullion Capecily m C S 7 -1 a Obs/lal ODO Anchor Capadly =1s0 Nco o aogmroa Ob.)m Dz _A 0 mZD Mullion Capacity m N �pa de 3' z Oba/yl� n m — � m Anaha,Capaady i 9 y "i OnE Roquirod(Ibs) (u m gr a e Mullion Capacity a p�•uwi �e mm c�" w c L o •roc' � (Ibs/IR) $R Anchor Capacity Z mRequired Qbs) o 0 O X c{ D Cx G Mullion Capecily y 5' zz� rot N N �' a m m m e W o Posit?) & 'n n Anchor Capacity Requited Qbs) T W k jY l•' fit DDC()C(/JT-10.Tt—i R—iC p y g g w z z(n Dy�m�x Tm O mxm 00mD11mOzz OCDOCmm a D FDi ZZ2m-IDr�OoA os _RO A g , °� o Czu �O �C W z 0 o �� z M w3 n O NDZ z y = o to0C0T ;� `o a A om0omp n55m mnF _ > U S C. D •• i 0 1--0 p r� '.e_ { I�MPACT-RRSYSTAIVTALUMINUM TU9E MULLIONS „r r:a `_ S 1.25 x 3.25 X,624 MULL SPECS p � 'A;� 4e S N gertea: SCa11' mBacYl9 Ho. 9+NC NIA NIA 6300JR 14 al 2 + a I3r: caee�ed aye Dale aev Zll`�. w �J ROSOWSKI "onl629111 R rvu« D !ott)Leo taaa Y I11111 I1NN J k6sowm 06/26120 AODEQ NEW AN CHAR ITYPE. REGNSTRATIpW µ29296 ZO y Mull Ion Length D D CO 3 x a W • �A - = p v ^ Mullion Capacity r h� m0 ' W m (Ibsllla) R e e Anahorcapadly 0 Pn g pn _ M Required Olds) m 0 r3 4y n'n - o e e Mullion Capecily yy;; Monorcapaaily N 9 o u S Rd Qbs) 2 fp41 g c c MyIIPc CAp.cly e o � Anchor Capechy ,�2 E Roquimd Qbs) m o o 2 � e e Mullion Capacily - m y 0 H _ Anchor Capacly Inn m m D ei c m '�` �' o Roquimd Qba) D yy xx y� m a o m Mullion Capacily • !' S' d F N v x �" u o o o Ib.'io n m D{t i�S�' w e e e ( a Anchor Capeclly D z 8' � I'' R.dunned Ob.) O a Mellon Cap.dy ti ■ Z a w W b o 0 0 llbslflo) E e Anchor Capecily e 5� � �k y1 Raquirad(Ibc) ro ZmOD u T C O ■ z u o Oullio'Capacily r g D do o o bs/Ir yocm N9� '6Y4i c° Anchor C ay I a al T19, rRequired Qbal it-4 s _ �, y Mullion Capacily y g Anchor Capacily % o O� Z 'r j g g o w Required(lb.) p . �O�^--I♦B m O c O frn 1- r 1Ni1 D o - Mullion Capacily 3 'o #0=ZAr YEC �P OOm m o ❑ r� 5� o Q ) e� x A C y C z y J N,T O D N T O j O A O= Z Og Anchor Ca I Z Z^Tj.p p r Z Z � rt mmI m V D g D 9 c4 o n N negmrcd Oba)ly t9 i g =0 m m m p r�i 2 Z f�Tl (A J m a: c��W Mullion CePacBy o �. p 3 j D fi Z1 O 0 00 3 vv m 0 a n aa i�_ ry g a°f yp cr _ - o e (lberfl� r N D CC'y Z D�)2 rmj(mjP r 5 2 0 P f m F Anchor CBP.61Y Z rm m'Z, m z p m `� Requiwd Obe) _ r 7 O m O y 1;m m ("m z z CO m a a a r Mullion Capacily 8�cOlr-my nor m be `� A r m v o 0 o a e ObereP) oS p rR C�T O O= C.Z-1 y T y o Anchor Capacily x N D m y 0 Z a S a Y PI y g �^ f: L° Roquimd(lb,) �. <o�gOi� Noe Z mp e ��%� g MulmnCapacily m�-Ni�iiz Oz c mzr� zxz�; m e o PbsNP) a mr mxz30 xA r �N � 'nF >:9 ca o ti AnchorCapacy m m r Z c mK 2 m m m r z ' N Requlmd Oba) T_ O r- m Z m"'I L7 m O z mo W W Mullion Capacily y m qq O m p 1 1 >m >• D g f 9 (IbalTl'I 6. N A i 5() m O t O� D S D m o '� Anchor Cepaaily ,�'@ a m m, O m C) �rr-C) Z _i W W_G z Z a_y y (;, & W o Required Olds) .T 1 -i Z O m .Rrl 0 Z N 5 D 'Q s c°I - Mullion CaP..Ay �1 �Am Wcm) pCZ-yIn x KZ m ,� 3 Qbareq (n> m 8 O O A -0. to >$ _ a e P W o o Anchor Capacity , pp^ DO T X N cn 3 0 0 Z 0 2 ,q i� 3C s�a q", .m c 7"„ a Sw' - Raquirad(lb,) yyyD Dm)P Om e� m z Z N RI(7 O m Cn G1 z m z�. o c g o Mullion Capacily, A O Z C r O,n MO N Y �d 0 0 0 k _ F ° O y g Pnchor Cepacdy 2 D Z• Or r A Z (cc S 15 z S $ Y & m > m Rd quirod Obs) c m`dimkomo N TDB g�� e o M,alllenapadly a s' D r w'mpp p _I p Z D A Dome) 6� m D r y Z N O z z ar Q W a Anchor Capacity D O W D O N O m D Required Ob.) r m r yn m z R^ g $ Mullion Capacily c Y v u .mi b (lbaNF) r R z a o) Anchor Capacily 9 Raquirad(Iba) Mullion Capeclly - � W w N e (Ib.1fe) a S'p D D T 6 F ( Anchor Capacily — -o $ Roquimd Qbs) iv m cw iW DDcO<wT10A1Aic p g W 17 V cg�!�� zzwDpnmAx�mOmxvB .O'& N`� ==o Dp mOZ z C: Om a- pION I N � 55 �� too -r-izymp ZK�� m��00 cZ 9xv OO p➢OCnC rearm--i 1- II x Z 0 n Z m 3 r r-Z T T x C ➢ ❑❑ -4 989PJ� '3 Ns �Ty DZmz�xmyy� CZi x � 0 Pvm � moaWx�-R'"�c008 00 p m p M n 5�m m a m ` E m� z 0 0" rf yrrr 3 m i CPU-0 S:�) v'YYi b aW%C nec0 Y�IMPACT-RESISTANTALUMINUM TUBE MULLIONS 97 d r _ °o N {rmr aacnp cn: �:�'��`'a � •�_�' � ;�� *C Send., S1-25?C 3.94?C.82d MULL SPECS N Sq wk wbgl w✓o 6cleet NIA NIA 63QaJR l5 ruyo a 2 r[C eMo�wm in •��' ��t'' c o o S fl maw uy .t.: one see ay caw. R.. Ya rEauce,rz aBRps RpSOwSKI a8129111 A rysr7 Feu-roes /!+llnllflq DI Y YR�.e� IC: ReVdrgR: SOWSFKI 0$12B120 A[7p1=l7 NEW ANCHRR TYPE. neclsrnATION QW94L T T • T o w m A Mull Length Pro D �C • A A �� co a3P W • m m m o • Ea x a n y T m .9 W y Q T Mulllon Capacity P • c • O ' c 9 S� C a 5 u o a "co 0 0 P. 0 r. 0 o (Ibsln2) • m • -n m O Z '9 4 �y !+ s2 Anchor Ca ci m 2_ m • '() r�l Tt n Sr fd d �3 >J "md Re7ulred(Ibs)N y M1 p 5a d m MWllan Capacity o a o Pbsrn)mt c a 6 0 er m • rS =o w p' Q �, Anchor Capacity • • • 2 n u g m g O1 m Z m Required(Iba) T MWlion Capacity T • ■ •r a (Iba1e2) R� 0 • m 33�x� 5t r m � A b Ip' { Anchor Capacity 2 ■ • ■ o w m D 3 .. _ d La R S Requed pbi) B • z o y o o o (Wlicn)capaalN a s �^ • • 0 '� � ESy ` Ansn�aca e� • Capacity 'u q w L7 z • • c) 0 8 o 9 m e e Requiredpbs) m W • • p m Q y a „ R -S Z ° MWlion Capacity a m m m m ry e w o. o 0 0 0 o pbelm) 6 cR 56 y ca C • n D " S @ Anchor Capacity 2 mg • o S € 67�4 L; 1 r c & Sr ' i3 dS Raquir°d(Iba) _ • • Z N MWllan Capacity e n a� ' J m u . ir' o o c c c o 0 0 0 Obern2) o m L7 D n a r u G1.J 1 A fr e4 9 9 C7 1 ffi g Pnchor Ce I •' r11 C C N O m i� [ m N W D " 0 I3 U= Re Wired(Iba)N S Z S C 3 c m ?' z m m m c a 8 c w 2 'a4 ' Mulllon Capacity 3 omcN1 0m� �Cn z N � 5v R49�+ �o; N m o � x m 1 y rn O z z z m O D Anchor Cap. I 3 zb orb !s paci y m' < 0 m Or z m -Ni N Y a�_o�_ Y Required(Iba) S a O C) 0m r0 v D �� R5T 6T��1� 121 mW om o c S o m B _ . . o pba/io�n)capaciry $a c DmAz zr �� N j o 'o 0 0 0 0 o a� 3 m r°' n O C =1O N > N s c y mw Anchor capacity i o 3 z $ s a �NI yy g p e m C3 Required(Iba) n A yiCn z m = o bs/I%2 CapacityR� 6 . D Oz3D �y 00 C �7nl3�� a�'f P 1 oL9 o r tp W n 2 co m y Z > e — — — pq' YY Anchor Capacity $� D m o C) 'O z 0.1 Y e d;1 C a'I X G ReWired Oba)po C Z3 Z h D 'D J ryail Mu%Ion Ca II y�Cm � # e PacY m N z 00 0 y 56 r N 'm cr N o b o 'o 0 0 o Obs/n2) 5 D 1 ; m cri70 r Anchor Capaclry r0 2 N D O o ij _ra _ T 9 XI Roqulrad Obi) a O— N V 0 =0 r D Z 1 2 m a m yo N Mullion Capaclry 36{j r n cn O N S o[F P. (Ibsln2) $ �• x W y D tr Z'X N v o a o m P n .� & 2 p p Anchor C°pacny 3 O D A rn O O 8 H S, �° ReWlred(Iba) R z�mT zm p y < r m 8 g v 0") o z S r s n s a E MWlion Capaclry a m m y m w r Ilbar t2) & ' 0 D 'n D rn z Imp D o G 5 `� 9 0 o e o o a o Anchor ca I = o {F p rtm O -i O ~ m a a.R A a+ y g Nr ti �" �" Required(Ihs)'y 7. m z 0 D z m O N y ryry w yy ryry c MWllan Capacity 1 2 TO p u a u N m m o c o 0 o Ob./[[2) � G m O W{ Z N A Z Q$ Gc bI'Y{ 6i =m yy�� [� gg ^' N Mchw Capacity o (AYr p p T 0 cA T -i _ W Fn Si a {X � 1 � � � � $ � Required(Iba) o a w z m m o ^ Q i N Mti/lfl2)Cepaclry � ��ov ON (' z 0 o y m m o N .' m o 0 0 0 0 0 o inchor'Capadly A x 0 0= m z rT- n e m _ T C w a "' Ixequirad(Its) o x z c m z i @ SC R if R i N 9 a tJ & (M lic')0.paclty rn o m m m m S R SI s +• & ^' o Anchor Capacity m cvi m �' H J �+ 'g N Required(Iba) t i o a=z o m o x z "z z#r P S o f: Mullion Capacity DozA >m m Far� �na R yam N o 0 0 0 0 o Obsln2) 4 g ananwca cit crrl 9 O m 0 m 7ii r�.r r°i, bu si d `d' S Required Obs)Y X om ` 1-0 . & g MWlion Capacity i�x pbaln2). m_ J - r, r, e m e e o Anchor Capacity fA C x r T > % N N ai t� I� m'e 2 m O O T Fi $ '� 7i S"+ b" F °J w Raquired(Ibe) st Z � gm o O tym o) p b/n2 $ pm o q0 0 0 � Anchw Capacity �a �+S ♦y ♦� • f y ^' 'r?i S o $ = J o Required(Iba) Iq 9 s pp vrN DDCO{U1T-i O,TI�7J-iC p l� P ZZ yDmmp2T m OmxN T "p' ()()mT mOD 0y0mm D - 00onS(��zmzczcD' v �AO >,{,1=mGlmDmzu, x `ci c 0D x �q7❑p 9�OA XO T{DC mz>-c0 AA nm�N = �-ZAnC n �5D moZ DO0�OA C z A D Z—pmm T C� ,}l+��iill l!li�rryr 3,� x 1'ORv m3pm" DOmmza�W m z r n z 1 v 3 q•O m> �p z ........•• i r n s 'C3 h r� a1p '� Y ,n°, q m°*x � IMPACT-RESISTANT ALUMINUM TUBE MULLIONS r U i x r c p nabCrlpl 2]t 4 x.25 MULL SP5G5 ' �° G ��NIA NIA Tor«nc n 6300JR 1$r 25 ram mchmm,✓im [F�g fTl r� a� �y` x G 8 urnun ar �h n r.34'm RDSCWSKI u"429111 a +a-so J�ASOWSru NEWANCHORTYPE_ RecsrRamo+wresoe T • •A O 6 r p� a Mull Length 3 2% W m m 71 Art ii 6 01 _ m S =3 � m IF 5 _tla a c y nbe 0 Mulllan Cepaclty m IT o �i i Obs1ft2) • •� T9 � c cn 0 0 p p O Anchor Cepaclty, a'Q m n n o Q o n n n y {� Required(Ibs) g • ',, rr F n Mullion Capacity ro z ')i T o 0 o a P. lids/fl2) 2• C m ¢ pm o gc o $ o Ancher Capacity m •T m Required Obs) • • m • c m^ y>2 9 Q 3 g MulllenCepaclty p Obs/ft2) y 6 �r if ye Anchor Cepaclty 'Ai3 is N &m e o ZC ��" r3N a $ Required(Ibs) m $ ■ • "L; .9$Y .rJ'Y`-21 tit -8 F W o _ x a g . o 0 0 0 o a o 0 0 0 0 o Mullion Capacity • •G) $$ @ yy p; ¢¢ 2 g S Anchor Ca • • A D N r „ $ K g S y Required(Ibs) o m • • " � Xxx'g SSE__ N pp g S ,�" Mullion Capacity Nv • • a m a @ ��@�� ObsIP2) • • D fe o r� La �j lY Anchor Capeclty ■ • • C T p ID Y e n K L B 8' $ ^� S; Required(lb.) F a • 9 Fr Fr c z a r�, 55�� I a m • v 4 Mullion Capacity y • • . Y m oil a Y o'$Ti 7S Obs/ft2) B m Anchor Capeclty .R qq ry�pi p p Required(Ibs) e+ C dj a Mullion Capacity m d ■ • • ' '�' • m mEr Obs/ft2) 6 R g y N 'o Ioy '0 0 0 o Anchor Capacity ?y ■ ■ �� 1F N 3 sr S Required(lbs) 99 m m @ @ Mullion Capacity a _� (lbslftz) E I; m p��O T O •T pzp @ y r g A c> • ` rd yy e p Anchor Capacity m !i (A m A m 47 Y a°rl R 8 m K RI 8i $ Rewired Obs) iC) Z m �' • • m ° °�E `" e' N Mullion Ca d paciry • Oj �, ti a' o Anchor Cape •1 H Required(lbs) ,a c iv i<S W l o) Im x�m x m O y m r D y w n z.> y m a Mullion Capacity TiFOOm 4m m ]d @@ $Na b�� 0 0 0 0 0 11. 2) & ' j y� N � BOO m �2 pa$ k�oES of , chor Capacity m1m0 rrmZ z mm �>•�rr- Sr &@'+ �� d G i3 W Required Obs) -Cuom _ 917 O ra(n 2 O(mil T--° 9p9 ", - y y� .�pE ram.y o r_n $ g o o Mullion Capacity Z rn C m O O 0 00o O 'm,- A s a D e 8!Y!S T � w o c "oo (lba/fl2) - °z c Z z m c S - F@ g g` y Anchor capacity MA o z 1 p m p p y N N ti S Required(Ibs) 3 in 41rz O - vD 3 ° m '�'c a ]•a a a a s K H ullion)Cepaciry S a {Cm 0Om OO u o 0 0 0 o bsllt2 a Anchor Capacity #y N O 2 rmr Z(Z/l D S �2 )F b� $ Required(Ibs) $ o F C O r O $O Z c c Mullion Capacity v S� 1,. 0 0 Z M.mm C �z g`d z B_Z'i ul _J _ g m a o 0 0 0 0 0 'o 'o o (Ibs/ll2) 5 N0 p o T p O p rr. Z y � .> S Y &tt 1 S r.i �_ i2 r.r r� ti N - Anchor Capacity i D O m N 0 3 D O m m 1 0 u y g ° S S S q w S Required(ms) W n N > O~ v O L7 D= $o z ' S_ $ Mullion Capacity ti Y O > n OZbcOD p -�{ 2 m srR S� Rg R�fH p o 0 o b o a o 0 0 o c o (Iba1R2) z b o ZO m 3 y a * ' ti N ti pI ,_ 8 Anchor Capacity Required(Ibs) m pr x m m p g g �[�] Mullion CapecilY N 2 r n fZ/_)OT O a' : J m m - o b o 'o o b e (lbslh2) O D zOc T O m m °�N' r'Ir rr�`I yy Anchor Capacity a�. °A m o n (o] Q m @@ g$ i"n Required(Ibe) m wo 0 D A>DO O 1 yg y zz b' Mullion Ca m m ,UZi O(mil r5 N b ^, rn in $ 3' (Ibs/ft2)Capacity r a mzc>rr�. z-I� ° T $ @� ^' a o a o b o o a o o N°m b r mo 0 A 3 = O o o N - , Anchor Capacity a ro m-1 y o m m z M & $ Requl.d(lbs) o r m z z > o p r a �" m m o Mullion Capacity a, M. m r m �' Obs1112) 6 w r1 1 D y z wo f0 r0 P. P. P. 0 0 N 0 c z p° O m ¢¢ y n ^ Anchor Capacity m p 0,c m, N m Z z `� `6' Required(Ibs) m m f mfnn C OC O m m O D D Q - u m $ Mullion Capacity ti A O D T Z 1 Z $ •�,' c (Ibe1ft2) m r T r !n qu o > N 'off c o "o o S o S # Anchor Capacity v ° °m Y a 1; s - x - Required Ob.) m� ° x Na: D DCO{r—� m.... p Z ZN Dmmm 2Tm O m x CO x G Fi D i=o a r m°z z O y O m m of D @@ °@@Q@@� AAo�DmH.z7mDmZvx- r. az �3 xmgg2°°° wci F � 5 �$2F fit � >Seie2ca�3m�O�A c� A D0 �m0 II DO.�z-Immmm� O x �i T9 Tg 0Z0 N�� D 000{='{T rf 106 O O •o T! cC7 j5te+.l.lfl rljtr 3� �i =cep m�p+^A m C)memm° m O m z-O Ow 0 aua m g 1°f IMPACT-RESISTANT ALUMINUM TUBE MULLIONS •i!-`-` M asaercrrae r �❑ viz ' =''N —G 2 X 5 X 25 MULL SPECS T Jo �". 4 en Ar;•�' - J`, N �N Benae: Qea)e rexfnq ldo fir: e NIA N1A 63QQJR 17m 2 io70 TEOHNaocy oRw 1r1 fkawn BY flow' Cftaclsd BY. •La: N.VMX&FL 14275 NO 90 to a J ROSOWSKI Q8I28111 �d (941)4 -f 600 � tl b; RwNJa�' 1 Ft]SOV(l5KI QF,l28ltQ A�UED NEW ANGHOR TYPE. REGISTRATION#29296 Mull LenOth c ro W r a m d � & fl gl & s�N m C A m nDs - - H D c y c�i N MWllcn capacity, z D 3 °1 `� �" Rechwtl Capacity z U Required O ) Fn'n pr e MWlion Capacity y o o m � Oba/m) �y y r� Anchor Capacity a. 25 Requbed Obs) 3 � m 'o u m .i N Mullion Capacity A c a A 3 Anchor Capacity m Cr)m ,5. RequiredOb.) $ o MWllon Capacity r a" g J c o) Anchor Capaclty rR N m_ f3 We X Required Obs) .� �+ �• o Mullion Capacity A g m m w m o Oba/112) p Anchor Capacity � e q t Requited(lb.) _ am ■ w — �+ m �+ Mullion Capacity (Ibs/ft2) Anchor Capacity ql 7' a Required Obe) 2 r 2 m O T O W m' D H 'm N �' °d b Mullion lion Capacity m S m�Orrzc Cry r mm m O ) 9 1 F 00 m x T F Z 0 m m Ancnorcapamry m N_y rI'm m p O A m= ti ='� g m Required(Ibs) g rD5� Mullion Capacity m Ob./n2)1mmOmD a = 3 S #x C Ax ❑ A g �I m0 Anchor Capacity 0. go D N z C-0 z 0 m Requlred Ob.) C1 O 00 Z I A m m y n y = e Mullion Capacity A y N W fA m n 1 Z Z z Z—i 9 ^1 a x --wi Obalh2) 6 R n D m m m 1 n m g u CZ'7 D C y m m n m N m $ Anchor Capacity a3= e or �D m rn r o gk w k� m Required(Ibe) "• o v z 10, c"i F 0 0-0 z y o lr Mullion caveclry O I gOg x❑ O? O C 5 C C C Anchor CaPaclty d z p b�z 0 m r O z '• a o S m RequiredObe) O m P A m z z z z 0 �, � g ,� Mullion Capacity A 3 Diu>-1 0 G)O Z ��Iy�nnn_ s ;, N Ob.lm) <��D z 3 O O r m 0 N O 1 m p/ Anchor Capacity m F O Z V)o O m rn D 0 y 'd'i Requiradoba) mN c-I du z tnW gs' B m a 3 -D o m Mullion Capacity mc..{{� nv Zm o a o a m m Ob.lm) as 2 n y Anchor Ca ?rrI A pocity X C7 W n '� Required Z 2 o W 8 o- 0 0 Mullion 3 fny OBi y0 ❑ m m w ar m r"F' 02. = A S i N w k' N on Anchor Cepaciry ,� q o C,n � Requlred Opal 4 5. 1 m o m N z ,e'q p Mullion capacity Noy' m A O=O D m0 w u Oba/m) A C7 D W D azi A I� Anchor CePaciN RJ 9 C ZO O(n � � g q ' � � 8 a � Required pbs) i m p 0 m i 9 g Munion capacity ,� rn= m O ip = u N 'u, Obslion) m m O� N z {.� y� $ Anchor Capacity N 1 T 0 F N D a w' hl `� k' m Required(lb.) w fit m y O Z it 'Y d on �+ N Mullion Capacity a O m •�'� 4� 4 e Obslml � ° Z D ui O 1 c m Anchor Capacity Required(lb.) m Mullion Capacity A Obe/m) o $o nr g Anchor Capacity 2 M Y N y y w �" g ?ri Required(Iba) myZ X x 1 c C Fj tR Q.I MBA.Capacty c; w gb.fm) s �r x jk ' m r� A Anchor Capacity 2 i W N Required(Ibs) IL 3u r ) m C yi 8•• N DDC ngNT 1OA11A 1C pF )1 __ OOMDmm0xT0>omo 3g N u� ==ODp mOZzpZOc m In 3 O Z cn O O 1 n D 0 3=Z fpn y A Z R - nOCncT�ACAj�, II n zit �z�2y�yr DC ❑ m D�2 Z�ZD�-0Im tymi/D �pz n OT m00 m=,n'a r0m8O 0 '17 v C, D C�"� F=pm� mnIn mz m Q # S 3 D'n0O m �A ci i rT-'��J: '• Y m a C v��'.,yi � �•�� o e S�i rile- IFAPAGT RRSISTANTALUNttNUM TUBE NUCLEONS ` �N b 1 26 X 2.11 X.125 MULL SPECS c .t 7:;o ` A S CA ben.:: orew:,p eh en«u e+ in F, -C NIA NIA $300J R 7 S cx 2 io�o y WpLOGY u Ax O O oD rsy: E}al� CTeerso B D Rer N.4VN FL JQF2l 'o w w �. J RgS4WSKi 08129f19 Q r/� I I I•�4 V l t,�� Oi m Rw.ii. Dal.: Ro4l.lcn: (!1!I)/60-16f/0 1 RI75DWSKI C16126124 Ai3p�p NEWANGHCR TYPE- R��IsrRnnotrfne�s Mull Length m w D iM. m ' � � � � � � � 8 � � � a a>. m D n's - - s - - s' - > > > _ _ _ s r r o to DT T 0 R - r D 121 cMullionCapacity A m � A x npba/1210 mm m =q o Q O d RequU0(Iba) n n 9 V o m m C e o Mullion Capacity y ti • • m Anchor Capacity w • • rlpp w w o .i o n w u Required(Ibs) 3 _n ,'�$ Mullion Capacity m B N • • j 8 m a > o o 'o "o o (Ibs/n2) g $ @ .pp 5p pp Anchor Capeciry m Q ti rX $ $ 8 i A 18 1: Required Ob.) - G b•'cV.'d� Td m m m e 7 o r e e :I Mullim o c OWN) RR� Z a, Cq3 capacity y . °� & F K Required pbs) m H 6 o c Mullion Capacity A pbsln2) r (()A T=w N m Anchor Capeclty m n F Z c m c zm m m ii S y s g B S Required p.) m" -, D�N b A m m 1 C D 2 m Z a g Ln m $ Muuj.Capacity 5 A N 1 NO D N O O .� m mfn O L '{;C '° '.' P. m ';mqq yo Qo b IT b pbs/fl2) • r 2 N i m-1 O O Z -i N +ry k S'i F fie' G X T o ai Required ebsolN mov �A° bm qq p ) D y Z c 0 p. pcapaclry a g.mS A ba>rtz) z n mOr Z o Anchor Capacity $ Z m o=r°- °i m c R$ ^t g S Required pba) S a F 3 C 2 D T T i Mullion Cepaclty a ; D ZDSD V m O S S 3 y� pbs/n2) o� 17 N z;Z D r A 6 x m (ZN g 4 S d Anchor Capacity a a. m o z 2 c c4i F oo k o 0 T 0 Z rD 0 a R N d Requlrad pba) • °y O T Z T D 5 c S 1s o, �, g K, Mullion Cepaclty A 3 $ OZpA m r 02 7a9R o In a fv m m o o (lbarn2) m o O 1 m.�'A 3 x Z Z Z Z 'n Anchor Capaciry '@ m ° m o o m w g W u Required pbs) o it y Z ° o o m 0 I Ef H" ��,o & MUllionCapeciry 9•v m r 0 z w C7 Z(((��1 D 01 n n '> e w o 0 o pbs//12) o ; D fp O m 0O O r p y(A c Y_ rr. g m q R m q Anchor Cepaclty F=D`S Z m 0 i >. ff 4 s m u Si Required pba) _ F• cm)T N-m o o e i Mullion Cepaciry B � mm - mp m m r a e g o w H o Qbs/112) m x E N Z q p �'y Z rmtI R R �a g $ p y! ± Anchor Capaciry fi y>D;!t N Z �CI11 Required pba) : $ Y4 x A m F x z o ° 9 & f� bsln�z cevaaity a. omo yZ co A am m N v o m o p e I Z - y 'o Anchor Capacity N n C mw D m* O D A H S c Required pbs) m �. r�O N Z Z y O Mulllcn Capacity A z�zCO zm 0 �' . Pbelhz) gB 3 m� m D ° c� N or m o In, E Z rN C A 2 rn W Z S S y ¢g - Anchor Capacity rm y m.Rm C m m m 0 p Y r, w umi $ b `b` m' f✓ g $ Required Ob.) W fA p O T N N 5 $ Mullion Capacity 5 mo N o c = — m o 0 o Qba/rt2) a Z D N w 9 g[4'' Ancho(Capacity e dg d� CRequired Ob.) ,1O O N o m n N ,b" �, u 'bi Mullion Capacity �o c pba/h2) &g !a 'I • �+ $ m u Anchor Capacitym' D_ Required(Ibmulls) or s pbs/il.l2 Capacity3' � 9 m ) &� 6 S p $ g �a Anchor Capeciry C m 2 Ta Required(the) S g� Mullion Capacity m � � � pba/112) R Anchor Cepaclty Requlrad(Iba) u $ g si m o }� Muolan Capecty a 5 o c e pba/n2) 6 Anchor Capeclty 5 ur Requlrad pbs) ��' Y.'N� DDCCC��iwT�OA1A iC: mp (z-�(Z'/mvmmA °Dorm $� D � � E 0010->93ZDmDZc?C D= X QD Ax 0 m1=CZimnmZin cz A-1'r kg cc Of��Z Om� m�axT Dz x R F R_ nO� CCmF_Tv.l°l A� Ij C S .;a �N�zmK°mz-�mA�C z z � iD „D DZz n mO xiO rO�Cn C T�° 0 A � m 0 ��tttlll+/l/j / 3to zm•9 m3 D-mOmD mo m o 7 c• xz �F nor z a v 5 m p Z c C�i Al m )_�It o v d �111 PACT-RESISTANT ALUM INLJM TUBE MULLIQNS $.s ' o 's 3.0 DEGREE BAY MULL SPECS R:v y} Ni:_ 5i N A N sa(lea. wale adnp No shgec'n �; 0 "I N I� o NIA NIA 83[1dJR 19m 2 I070 rrcvavocWr DRIX (I[ • O O O fxixn 9Y ale: ex w life_ N.YEN ICE Fl..7l275 if''��. •�+�+� 'o N w a J ROSOWSKI 0$l29)11 as t7 (211)re0-600 ��/r+ N�+( `' • J ROSOWSKI 'AAOA11B A��n NEINANCHOR TYPE. RectsTRA...i 27290 Mull Length m c w a rJ in b 71 S O ; $ fd g k" £ c O d a m • p • c ®� n d g Pb2 Capacity m • m rmi • m ''s'4 9 v.'2° -aoo Capacity llba) 19 G) nn❑ epeciryyCapaclry Qbs) a $' Mullion Capacity m • • E 4O 1D `^ u o 0 0 0 0 (IW112) o ap a3 m +��n 2+ St g @ $ !¢ Anchor CaDecity C ry G F Sr �' 7n' �i o g Required(@a) n y o m O W i '� �E� c � • � m -- Na, fy g eoo o oMullin Capacity Qbs/ft2) -I a� Anchor Capacity Required Qbs) 'n p o n N �g rr w Mullion Capacity A _ N N m = m m . ' ' Qbsln2) 92 a m Ov O� V m" ➢ o Anchor Capacity myn�z� erg r mm m r 8 0 L & Requlred(lbs) n me z m r #��y am A i N-= m m m y m G N ffi p o o Mullion Capacity a ' A m*~Ini(n m A =m z Z rqr m O $ 'm u -mII p op 0 0 ¢0 'o (Ibslfl2) o y r~m m O m z N N Anchor Capacity m *0 0 x q w Required(Ibs) O"I mO" m A a _ o 0. 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