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HomeMy WebLinkAboutAMI Mull 52x36x38 12078.1TRO L-1941 r Business & Professional Regulation BPS Home I Log In I User Registration I Hot Topics Submit Surcharge Slats & Facts Publications contact Us BGIS Site Map Links Search I bFlojda Product Approval NW USER: Public User pr d. ' Produt Approval Menu , Product or Appl ication Search Appri cation List> Application Detail FL # FL1Z078-R6 Application Type Revision Cade Version 2017 Application Status Approved Comments Archived Product Manufacturer Associated Materials Inc. Address/Phone/Email 3773 State Road Cuyahoga Falls, CH 44223 (330) 922-2106 rickw@rwbldgconsu Itants.com Authorized Signature Vivian Wright nckwCdrwbldgconsu Itants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan 3. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (cif Standard) Equivalence of Product Standards Certified By Sections from the Code FL12076 R6 COI (a) Certificate of Independence.pdf 1709.8 Product Approval Method Method 2 option B Date Submitted 07/29/2017 Date Validated 07/31/2017 Date Pending FBC Approval 08/02/2017 Date Approved 10/10/2017 Date Revised 10/02/2020 Summary of Products EL # Model, Number or Name Description 12078.1 a. 3100 Structural Mullion Extruded Aluminum Clipped Mullion for use on Masonry or Wood Openings utilizing the Goal Post (at head and sill) Style Mounting Bracket Limits of Use Installation Instructions Approved for use in HVHZ: No FL12078 R6 II (a)Inst 12078.1.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: Mullion Design Pressure varies according to mulled FL12078 96 AE (a) Eval 12078.1.pdf window size. Refer to EVAL 12078.1 and INST 12078.1 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 12078.2 b. 3100 Structural Mullion Extruded Aluminum Clipped Mullion for use on Wood Openings utilizing the Goal Post (at Sill) and the Bull Nose (at head) Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ: No FL12078 R5 II (a) Last 12078.2.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: Mullion Design Pressure varies according to mulled FL12078 R6 AE (a) Eval 12078.2.pdf window size. Refer to EVAL 12076.2 and INST 12078.2 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 12078.3 C. 3100 Structural Transom Mullion Extruded Aluminum Clipped Mullion for use on Masonry or Wood Openings utilizing the Goal Post (at head and sill) Style Mounting Bracket Limits of Use Installation Instructions Approved for use in HVHZ: No FL12078 R6 II (a) Last 12078.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Mullion Design Pressure varies according to mulled FL12078 R6 AE (a) Eval 12078.3.pdf window size. Refer to EVAL 12076.3 and INST 12078.3 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 12078.4 d. 3100 Structural Transom Mullion Extruded Aluminum Clipped Mullion for use on Wood Openings utilizing the Goal Post (at Sill) and the Bull Nose (at head) Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ: No FL12078 R6 II (a) Last 12078.4.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: Mullion Design Pressure varies according to mulled FL12078 R6 AE (a) Eval 12078.4.pdf window size. Refer to EVAL 12076.4 and INST 12078.4 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 12078.5 e...i" Series Structural Mullion Extruded Aluminum Clipped Mullion for use on Wood and Masonry Openings utilizing the Goal Post (at Head and Sill) Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ: No FL12078 R6 II (a) Inst 12078.5.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: Mullion Design Pressure vanes according to mulled FL12078 R6 AE (a) Eval 12078.5.pdf window size. Refer to EVAL 12078.5 and INST 12078.5 for Created by Independent Third Party: Yes Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 12078.6 f. "i" Series Structural Transom Extruded Aluminum Clipped Mullion for use on Wood and Mullion Masonry Openings utilizing the Goal Post Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ: No FL12078 R6 II `a) Inst 12078.5.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 Fvaluation Reports Other: Mullion Design Pressure varies according to mulled FL12078 R6 AE (a) Eval 12078.6.pdf window size. Refer to EVAL 12076.6 and INST 12078.6 for Created by Independent Third Par tyy: Yes Mullion Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. 12078.7 g. "C-Class" Series Structural Mullion I Clipped Steel 2.0,r, 2.25" and 2.5' Bar Mullion for use on Wood and Masonry Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL12078 R6 II {a) Inst 12078.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by--ide_e rde rt Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Mullior '?esiar Pressure varies according to mulled FL12078 R6 AE (a) Eval 12078.7.pdf window, size. Refer _c EVAL t2C78.7 and INST 12078.7 for Created by Independent Third Party: Yes Mullion Desic , F-=sure RaSncs, any additional use limitations, Ill ati_r irstrLctors erd :--..uct particulars. Back Nert ContacL ns :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-4s7-la24 The State of Florida is an AA/EEO employer. cymcht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Sta temenl : Refund Statement Under Florida law, email addresses are public records. If you do not want your a -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 octoher 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 he used for official communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which can be made available 10 1he public. To determine if you are a licensee under Chapter 455, F.S., please click here Product Approval Accepts: ®®®iii■ Credit Card Safe R'\ClientAiiissociated PERMANENT\\ - Florida Product ApprovalS\FL-12078 Windows - Mullion - DrawingS\FL-12078 (2017)\FL-12078.1-7.dwg, FL-12078.1 O Q.m m 10 a0 CD 3 N� 00 � c N Y "a Y 0 n Q rn 7- A g`L _� c Ug O nnN mZ A O- m V C V LA +4Lllv,. m r� a 2.D Q o = n ° _ c� (Q Q Q � Q Q= n0=H o = (D v m� 2 cr .se m ° 0 0 $ ' v �n m Q ? Do c--a 0 @=na I- „ n z� cn 2 —I � s°x CL o° cn = ° ao om No CL °Ao� 3°0 � (a ms-I x m [IJ QD CCC� 3 (5 N o an c 0 -S.Q@m N 00 cQ C 0M y (D n p' 0 (0 7 H O a n N a 0 r O Y 0 Z Z Z I- m y Q (D ° -0 CL —0 a ° tO O Q rrI N a= Io = o s C 3 z J� 7— t' Z (D to a rrt QZ QCO �j % CV1 z rr cl -Z 1-9 (D(D Q — pn � n fn p �P N :3 n CL M, ei p O J Q =. U c ((a 13 S 3 p 7 {p N 6 Q Q Q Cl) p :' 3 N Q C N C S Q g j 0 -C of 4 N N Cr D Cl O D. tp (N O O n a CD m o N 3 n p y r.'C I o o D CD ' N p Q -�yD N 7 �_ D 3 f0 p O D IJ CG �$. U @ N OR Q� O 3 3 p !� 7 O 3 p D U 0 p n CD O P �' 0 w N 93 n CL Q Q 6_ O m LD Q Q p N H( rD O 9 n. O Q Q N (O n c C. o0 � m o (0 n (D D D �, �. O; < Q ID p, fL c �. (0 c 0 om o Q 3� m CD = Cr (D vi- C. n C 0 7' 3 ,�—�,. m o ZZ o a Q Oo n i �, m CL " m Q �C) O N -7- 0 N cz c- �o yZ mn �x on z0 �n o0 z Q N G) ON -D � ON C) � i MULLION SPAN MAX. = 76" _TJ �a Z X z0 z -} m Cc z PO ® 30T T R.W. BUMDIND CONau LTANTs INC. H W 0 n s rn y Q �Q VJ Z C Q Va MULLION AN MAX. = 76" N_ 0 o X 00 -T z � z a N �a � Z PRODUCT: 3100 STRUCTURAL MULLION FRC JK PART OR ASSEMBLY: KV TYPICAL ELEVATION AND BY GENERAL NOTES 7 27" SCHM No. 43409 *: w Documents Prepared By: i� ••. d Lyndon F. Schmidt ��ii �•'•���•'• (,+ P.E. No. 43409 "i,`,KONA: 0 RWBUILDING CONSULTANTS, INC. P.O. Box 230, Valrico, FL 33595 Phone No.: 813.659.9197 FBPE C.A. No. 9813 01 R:�Clients%Associated PFRMANFNT\A - Florida Product Approvals\FL-1.2078 Windows - MulliDmkC - Drawings\FL-12078 (2017)\FL-12078.1.7,dwg, 1-2 *�zz N O GA N 7- e�o moo.. QD om 7 n w--i �za �� �cn roz c�zC ;x c? nm 47 pra-C �A C�V?O5 �m� drzTl z a r1aR'I� rr Llo azzrrj 4 �� o�� mS %C] - !n oo c) -j iTl- ITI ��z=�xnzmo IA oG)m 0 N `z c�omc amp � _ "i000 �or+ro rz to ; x�x c\ Z `) zU) zo �d �-niCD -ni p 0 p ��m ��czi p Z �V� a_ ro3� c" z� �rzon Q�x p �xoY ��,.�I Imo zozF, �� x a na? m orb* nc-, r c -�i��Z� �zrr, �cci a� m z CDcW(AAc C) �� SrryLn z�r*� V?�1 n o p-�iCnrr �D rla r''��oz� Q 70 o� m z m<zvl r rz*iC O-0 zaz Ozx A� C on n� 'zri rN*l �_0 `r d-� c)z A U1 z p 1 m Ao o��z c� n2 �Ln m �n n ono-, n nz z� orr 70co �i = in z z o ,,� ��a~ z cn� `z � n r -I0G) O x � rrr) z rrTl z r- rri � p Orn rTl 0 rxTlrl� r z c, o np p �= z m CD CD z rri o MULLION SPAN MAX. = 76" c A O p N y c 0 II O N � � N N O ON z -i c-, MULLION SPAN MAX. = 76" MULLION SPAN N q .P: m � o , w SSSSS$$8$SSS�BgSSS�$'a'�w�'a'� 8$88858$SSSBSSSS$S$$�p�y�CA Opp �p Spp] Sp] G? Cp] 4 [7 4 � 4 Aa Gi o � •`� O � � Gi p4p O G p9p O G O G$$ pG pCp v$$ p� S S pCp P S$ pOp P S A W N N t [�[,..�� 4� �► 0 O O O O 4$ 4i $ a o 0 0 0 0 0 0 0 4 4� G V 04i N 6 i0 V C ,cp�� ,rp�� ap � ,tp�� ��p � Na p� ,p�� ,y��, A� 9999999888888 G p� O p� O p� P P p� 4 O pn 8 8 p? 8 8 S po S p� c} 888 4 p� 8 p� 8 ran W N+ 8 8 A y 'tip L IC" C7 p�p�cpQp�p�pppopp�pp�pp�pp�p�QdZp'p�po;sR32!rw�v�° O C O C7 s 8 C 8 8 8 8 C7 S 9 m *18 j w 4 4 8 �'ir' o ZQ LJ 8888888888888888a83 b A N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N� o O pp !J A p (,ryA W W p A 8$888$$ rn NN O gS�SSSS�SSS$SS$ms����s�s NN O NN O NN O NN O NN O NN 0 0 0 [[�� 0 NN 0 ryry�� 0g p /� LbCA 2pp� 23 �82!8 { ;p n4j�stt, L p p Lat Q 4 �pp Ch O�l � W � G7 V1 4 � �O $ pd G? pOo 0 pPo 0 0© pQ O pQo 4 S7 pOp S? pOp Q Q�Q 0 oOo 4 oOo 0 oOo 0 ���pp 00 (�(,P,.ff 0o Qi C. W W A W �,.�N`F'scNtijo''% No.43W 7 z 7_ z x to PRODUCT: Documents Prepared By: % •: ~ z ° - 3100 srRLlcruRAL MULLION Lyndon F. Schmidt ��,�1Q�•`• �' ••••• •• ��� P.E. Na. 434D9 S' 4 7 27 17 UPDATE To 6TH ED. 2017 F8C LFS N ; bNAL 3 5109116 ADO OFFSET ANCHOR BRACKET LFS N N o <<��111111ti�1, 2 3/03 15 UPDATE TO 5TH ED. (2014) FBC JK PART OR A55l=MBLY: 0 0 b .: BUILDING CONSULTANTS, INC. I� �l 0 1 N0. 11 08/11 DATE UPDATE TO 2070 FSC KU BY MULLION LOAD TABLE FOR P.O. Box 230. Valrico, FL 33595 Phone No.: 813.659.9197 WOOD SCREW ANCHORS REVISIONS FBPE C.A. No. 9813 qw zaI i R.W. BUILa143 CONSULTANTe INC. RAClients\Asscdated PERMANENT\A - Florida Product Approvals\FL-12078 Windows - M Ilf ans\C - Drawings\FL 12078 (2017)\FL-12078.1-7.dwg.1-3 R p C a a b R O� dOC �� AID tidy �C 00 C-tZ C � 9G? prn If1N� N� mho Z---' Z W nG�pp vim Xcx c\ pia U) I. �7 va- Z to o n -b M r*1 -U 4 v� � O Z 770 -9 X Ln m`,7m -� a �D 0 rn 7u ;;Dr- Z bc) c �I X r Z (A Do O m V) z Y,N m a z�0 „ o 70 Ul n a r� rn o0z o sA co 70 aLn z R7 0— T C7 �4 N . o� yIR IV)-r COb CbZ� mF9 r0 o ;ern dz n (n C) M < rn m OzZm� �M� �x r�T1ZA-t0 izn Tm n zxr- n,o CV) C7m xMz mz� W Zbr `tmon,, yam? cz-»o d�cmm oM z od 70 oc>�_m cnPri z0 rZrl Z Z rrl Z M M r�i;rl ZOz y �m 0-1 CS 70 v-zm�Exz Lr+rry, MM� Om m�cAmr- ©� mn ['tcomoo-c ��10 m < F zo to r- mC O Z z z A D zo zZ: � m box � n a z m O c) G�7n-„ bn �:Dn tD _N nz 1 MULLION SPAN MAX. = 76" N MULLION SPAN MAX. = 76" I 0 N 0 � � I oN ti MUL UON SPAN {+. - - - N - Kn tl� N Of O N O -2 (� 0- CI Cl- C7 C• - p� - C! - 1 C- N is N m w 41 alp W 000000g��gg��mv°.°�ia�--N+cnd'r:a rsa��w ' N N opopopopo N N N N N N. N N j t„!p f^'S�fn f�lnN b c' pop O 0. Q O S O 00 00 0 pop 0 popo%+po 0 00 (NO w A 00 �� w o N rn UI N N N o oo oo,No oo oo nm wm.��'�riimmw,n`i SSS; 88888888 8. �$ O�:tSS�i°iQ3g3 4 S7 bO O {On 9 S - p[] 4 S Wpp pp O S©pp S[] 9a 6n Q LV •~•�• • V P W A W P (i1 CS 0 C�2oS0000SS-io 1.11 ON ao} NNrn m Cr1 Nrn [wO o(Anf Ww -�+ . . . . . . . . . .- n`-'ifrn0 c N 0 N 0 N 0 N 0 N 0 N 0 N N N O O $nIX rn 1v v <o V cn N N 0 10 0 a> A.M rm 5 {O w T 0c 0 0 00o c 0 C . 88 . . �jmto . W o"Go(Mir—titanm Mc Mwac •'A Ci y GA O A `^' CpQ�i•� 0R all G ;V :P IV W 14 ((�p 4 t- p (O��a pOp pOp pOp ©O© 4 41 yOy y caQ O N fMD 61 pMpp Oo V V V V W N N - 0 N p;R �q( wD,t 00 C S O S S O S W V M '• VNi G} f~il O G a00 0 0 L N fMlr rn O rx "' Z 7p fY'Iz7 U3 z Q mc`z A �zo mo rnz z zQ: oa �m z m zo��1 vziz m U) za � Z Om m A In m � n rrI n° a � z a frl o o m a Ti O O O O [�iS 10 Wy OU h. O 6~1 (WO OWl C. In N O pO �i�pOp rN1��,� (N� rC" �Ofy r0� �+apl 0 o pop O O o pop 0 pop C] L V P pp P W�p �1 aa�� A pp A N S ifl ((�� m( �} 1 ((}}�� V 6~i A pp W ppp 61+m ©,cppn ,pp r(�ry N1� w(o�(-ppl (�� pqp C7 6 G S W N c�D W O LQ7'� Oi V W to 41 O !D M V W N N 181 © !T2 No. 43499 7z7,- v n v PRODUCT: Documents Prepared By: MAIC u1- ` '�/ •/() 0 � � 4 7 27 17 UPDATE TO STH EQ. 2017 FBC LFS 3100 STRUCTURAL MULLION Lyndon F. Schmidt �a!'••'• P.E. Na. 43409 ss. ��� N 1VAL ///1111111ti, 3 5109116 A00 OFFSET ANCHOR BRACKET LFS O r a Z 2 3/03/15 UPDATE TO 5TH ED. (2014) FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. PO m 1 11 08 11 UPOATE TO 2010 FOC DATE KV BY MULLIOI� LOAD TABLE FOR P.O. Box 230, Voldco, FL 33595 Phone No.. 813.659.9197 N0. ONCREN SCREW ANCHORS REVISIONS FBPE C.A. No. 9813 001 1 R. W. 9UILOINCi C,CN111W.7ANT9 INC. R:\0Ients\Associated PERMANENT\A - Florida Product Approvals\FL-12078 Windows - Mullions\C - Drawings\FL-12078 (2017)\FL-12078.1-7.dwg,1-4 co CI 170 0 D � 2.125" - 0.125CYI c r r 0 o z �z w x �o o� �o W l V) rn� o m IVv V � x r� --I Ln 1n Q 0 a 2.7 25" 1.938" -� 0.1-75" 0.9b9" 00 0 0 O M z o v z ox 0 rzo °~'a r l7 N V 0 N1 V rl z /} I 1 � F7 C:: _ o - 0.375 0.375" 2.75 1 — 1 IA" AAIMI V) b 0 -1 rrl I y x a z c moo C� cb C> PI_ o x1 0 c' vzi x TZo 0 4 � �o �z ono a o ivy LO ?yx n zz m r m I �z . �A 1/4" Lnz a p z MAX. = �1 Zz� zozo C-) _0 m p aLO 1/4 I 1, "48 K � aMAX. c1 x �L eI I TO rn\ 70 No r9 n 1/4" I o�:a ino C-) MAX. b A^YT vz�o ( I yN �x 47 V1N II-0X ry��y 1 1/4 MIN. d a z 7u o o rn `z o I I I " W c01 N c� n '' EMBED. ��ti1111r1�rrr�i �.�` F, SCHJyjQ A� I z rn v•'�jG N •• % �.. rry�tt] _ •• ' A m 1-3/8" MIN. No.43409 r~1 z A EMBED, 7'Z7-r 2 S 1 PRODUCT: Do ­ to Praparnd By: i ,, �'i�►'' �ORID� a C 3100 STRUCTURAL MULLION Lyndon F. Schmidt P-E, Na, 43409 •'' �� 3 5109116 ADDAOFFSET ANCHOR BRACKET LFS Vp Z 2 y/ 15 UPDATE TO 5TH ED. 2014 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. 1 1 11 08/11 UPDATE TO 2910 FBC KV MULLION SECING P.O. Box 230, Volrloo, FL 33595 Co N0. DATE BY NC ON D�aI! S Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9513 0 2431 1 R.W. BUILDING CQNSULTANTA INC.