No preview available
HomeMy WebLinkAboutNOA REVISIONti ,/2 l SCANNED MIAMI•DADE St Lucie COf G!fi MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONO C RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 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 ade 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: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I. APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" sheets 1 through 10 of 10, dated 04/27/10, with revision E dated 05/14/18, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P*E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this-NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the (product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section'of this NOA. shall be cause for termination and removal of NOA. ADVERT)ISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.17-1212.24 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0529.03 MIAMI-Daoe COUNTYM Expiration Date: May 30, 2023 � Approval Date: June 14, 2018 Page 1 M=111D5 °379 APPROVED ® REVISE & RESUBMIT ® APPROVED ATOORRECTED REJECTED This re. i ro on€y for gsnara€ conformance e� ,h the design concePt c the prof si and gz�tsra€ cGrnptiance ��ith tt a infprrat Gn giv. in th-: cc i&ar., documents. CGriBd€!ons or con:11SvpnES iT(ada on 1(B y > 'P da�'�no tDrg ? At actor fr.^..'n Cor"' itanvo, NithMn,n, r�iCj�, re t�'iir iBSiG?! do not r2€ieva tt a GD Con ^� ; Gf a spci c i m s€'a€I not r , s Of il1a plans and s€;zcfcF:;ons._�; rova (i;C4 F a �yprCVSt of an a�a�if�J{y of l.. iC1 1t i3 itsnl o c� rom?ii nt. _ t-.aci r €v rJSpGnsible for: Dirnsnsions to be confirmoif anti CGriaiai d at the j `s iiv; tnru- -icn that pertsils {z{y to the fcT r cation proczrwes Or to f3a, S'n`,'3ns, il- WhodC, techn!ct:zs, sagjuepC°s and piGCsdllrPa of CC utillC- a€I otiher trades: and for parforming a{{ work tson: cperdinatun of the :ork of in a safe and satisfactory manner. • DATE: 1® BY. M IAM I-DADE DEPARTMENT OF REGULATORY AND E( BOARD AND CODE ADMINISTRATION DI NOTICE OF ACCEPTANCE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION RESOURCES (RER) 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 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 AHD 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: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I. APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" sheets 1 through 10 of 10, dated 04/27/10, with revision E dated 05/14/18, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.17-1212.24 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ' .y MIAMI•DADE COUNTY -file copy Lawson Industries, Inc. 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA 's No. 02-0501.05 and 95-121Z09) 2. Drawing No. LAW-NM-1001, titled "Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision D dated 11/21/17, prepared by manufacturer, signed and sealed by Thomas�l J. Sotos, P.E. I B. TESTS 1. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E. ` (Submitted under NOA No. 02 0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz-Selo, P.E. (Submitted under NOA No. 02-0501.05) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawing's and installation diagram of 120" span aluminum tube mullion with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. i (Submitted under NOA No. 02; 0501.05) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind', Pressure Loading per FBC, TAS 203-94 along with marked -up drawings` and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings'!and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1717, dated 08/27/02,!signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) Manuel Perez . , Product Control Exaldine# NOA No. 18-0 Expiration Date: May 30, 2023 Approval Date: June 14, 2018 'E-1 Lawson Industries, Inc. B. TESTS (coNTEwED) 6. Test report on: 1) Uniform,' along with marked -up draw: door, prepared by Fenestrati dated 01/31/96, signed and (Submitted under NOA No. 7. Test report on: 1) Uniform c along with marked -up drawl sliding windows mulled at t on top, prepared by FenestrE dated 02/13/96, signed and (Submitted under NOA No. tic Air Pressure Test, Loading per FBC, TAS 202-94 ;sand installation diagram of an aluminum sliding glass Testing Laboratory, Inc., Test Report No. FTL-1376, led by Gilbert Diamond, P.E. i-1212.09) tic Air Pressure Test, Loading per FBC, TAS 202-94' s and installation diagram of two aluminum horizontal with a 90" span mullion and a 45" high fixed window in Testing Laboratory, Inc., Test Report No. FTL-1383, led by Gilbert Diamond, P.E. i-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010; prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA" No. 12-0127.07) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). i E. MATERIAL CERTIFICATIONS I' 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 6th Edition (2017), and of no financial interest, dated November 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-02-1714, HETI-02-1716, BETI-02-1717, BETI-02-1718, dated 8/27/02 and HETI-024071, dated 09/16/02, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P.E. ' (Submitted under NOA No. 02-6501. 05) 3. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 02-0501.05) Manuel P P.E. Product Control xa iner NOA No. 1 29.03 Expiration Date: May 30, 2023 Approval Date: June 14, 2018 'E-2 I Lawson Industries, Inc. _ F. STATEMENTS (cowlrquED) 4. Laboratory compliance lette FTL-3622, FTL-3623, FTL 11/27/02, issued by Fenestra Joseph C. Chan, P.E. (Submitted under NOA No. 5. Letter from manufacturer rec verification test, dated 04/07 for Test Reports No.: FTL-3619, FTL-3620, FTL-3621, 3624, FTL-3625, FTL-3626, FTL-3627, all dated ion Testing Laboratory, Inc., and signed and sealed by 1-0128.06) esting a 1-year extension to allow time to perform 7, signed by Nelson Erazo. G. OTHERS 1. Notice of Acceptance No. 17-0222.13 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum (Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.", approved on 04/13/17 and expiring on 05/30/18. 2. One year approval, subjected to successful verification test. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. LAW-MIL-1001; titled "Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision E dated 05/14/18, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 108-1/2" span aluminum 2" x 4"tube mullion with no reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6036, dated 05/04/18, signed and sealed by Rafael E. Droz-Seda, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 108-1/2" span aluminum 2" x 4"tube mullions with no reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6037, dated 05/04/18, signed and sealed by Rafael E. DrozSeda, P.E. Manuel Pere Product Control E mine . NOA No. 18- 9 Expiration Date: May 30, 2023 Approval Date: June 14, 2018 E-3 Lawson Industries, Inc. B. TESTS (coNTnvuED) 3. Test report on: 1) Uniform along with marked -up drav 74" vertical span, 2" x 6" a reinforcement, prepared by HETI-18-6038, dated 05/2 4. Test reports on: 1) Large 1V 2) Cyclic Q along with marked -up dram 74" vertical span, 2" x 6" a reinforcement, prepared by HETI-18-6040, dated 05/2: ttic Air Pressure Test, Loading per FBC, TAS 202-94 ;s and installation diagram of 120" horizontal span and sinum tube mullions with C4 x 4.5 steel channel uricane Engineering & Testing, Inc.,'Test Report No. 8, signed and sealed by Rafael E. Droz-Seda, P.E. He Impact Test per FBC, TAS 201-94. .d Pressure Loading per FBC, TAS 203-94 p and installation diagram of 120" horizontal span and iinum tube mullions with C4 x 4.5 steel channel micane Engineering & Testing, Inc., Test Report No. 8, signed and sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS 1. Anchor verification calculation and structural analysis, complying with FBC 6th Edition (2017), prepared by manufacturer, dated 05/24/18, signed and sealed by Thomas J. Sotos, P.E. I D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 17-1212.24 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.", approved on 02/01/18 and expiring on 05/30/18. Manuel erez, . Product Control Ex i r ' NOA No. 18 52 03 Expiration Date: May , 2023 Approval Date: June 14, 2018 iE-4 GLAZING PRODUCT ANCHOR/CLIP HORIZONTAL MULLION ; GLAZIN( 3I PRODUC VERTICAL VERTICAL II MULLION MULLION 3 GLAZING GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT y 3 PRODUCT W1 W2 W3 MUWON SPAN MULLION .SPAN WIDTH (W) wt + wz + w3 2 ANCHOR/CLIP ANCHOR/CLIP HORIZONTAL MULLION W \ VERTICAL MULLION GLAZING GLAZING jn PRODUCT PRODUCT -' i� - GLAZING PRODUCT GLAZING GLAZING PRODUCT PRODUCT i ��d 3 VERTICAL E:. MULLION ANCHOR CLIP THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. c j ZONTAL MULLION RECTANGULAR ALUMINUM TUBE MULLIONc USING MULLION PROP RTI ON Y n � 3 GENERAL NOTES: 00 1,o o _ f 3I T. PRODUCT HAS BEEN DESIGNED COMPLY WITH THE qq 3o 'Z t4 REQUIREMENTS W.)NOF THE FLORIDAIDI BUILDING CODE (201414-SN EURion k 20T7-6N + n EdUonNCLUDWG KIM VELOCITY HURRICANE ZONE (IM2). W o Z y 3 2. ALL GLAZING PRODUCTS USED WRH THESE MULUONS MUST MEET THE APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WND LOAD, WATER Z L m o WFATRATION, FORCED ENTRY RESISTANCE SAFEGUARDS ETC. , $ G II 3. MULUONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. R: Z I INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. W 4. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER = LOADS TO THE STRUCTURE. D1 H S S. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ON STUCCO. B. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS - ARE NOT PART OF THIS APPROVAL ® O ' 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED N DESIGN OF ' WOOD ANCHORS ONLY. B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL 5CREWS, ' THAT CODE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQIIREMENT5 OF THE FLORIDA BLDG. CODE.- SECTION 2003.B.4. pzz�` TI � Z M ION & IP NOT a` 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET l 2 OF 10 FOR DETAILS AND NOTES. ' • REFER TO SHEET 3 OF 10 FOR MAX. MULL*DESIGN PRESSURE CHARTS G.m o e 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. A A & REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS Y 3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS B� 6, 7, B. & 9 OF 10 FOR DETAILS AND NOTES. + a • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGNPRESSURECHARTS 3 e�o-g j$ E E F p 3 F�e3�lAA.- ,.��A44+ �I' I I WI w2 I `'_'R7t� M. RF W I MUWON SPAN yA ' PRODUCT REVISED WIDTH (W) .o W1 z W2 WIDTH (W) = wt wz �^�^PLY+^BwiW Wa Fiwid. Bali C �!&05 LO TYPICAL MULLION ARRANGEMENTS By.. DedePmAst AA4111114 2X MULLION CLIP 6W3-T6 JW zWo As zzm xs6o 1X MULLION CLIP my -TO s Nora oP1wNa Nora Tn OPIWINL ANGLE CLIP m63-T6 A Aaa DA6o F. Ll nPC Tlww Lr 1.T] .189- I -- 6dW 1962 I LI® 2 X 6 1 X 4 5T0. TI1BE ISTOM M ION 1 X J MULLION CUSTOM MUI LION m63I 60w-T6 Irv: 2.07070 in: Ixx: 1.000 in zdm Sxx: 1.035 in! I Sxx: 0.667 ink (FIANCE FMME) , (TIN iRAVE) STANDARD TUB" SHAPES 1�-2AW-1 M. WALL .123' ALL I I �i AILOr - 6.61-Ta TYPICAL IN ao6o—1 6" zs AAW 2m0 3-000 Adm MULLIONS CONTAINING TYPICA . A IN . PROD TC HORIZONTAL OR VERTICAL2 X 6 2 X a SCE N IM 0R DOOR APPRONN. TON STD TUB M LION RDTUB, B M ! ON FA9IENERS SME3 AND SPACING 806]-T6 6063 Izx: 8.280 in: Ivv: 2.980 in Sxx: 2.760 ink Sxz: 1.a9D in. NULL L' 1 % 2 1.6BB' 1 % 3 2.688' SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MUWONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. USE OWTS AND fRAPNS AS FOILM. STEP 1 13 T 16ONE DESIGN LOAD 9EOUIRm FON PARNCUUJI OPENWO. STEP 7 F[GI NO0 c1A21NC PROOICTS nmE A90VE IDAD STEP 3 USE CONNECRON TO MULLION AS PFA PRODUCT APPROVAL STEP '4 SPMI'Y IWOMUY SNAI $PACING USING CNAR19 ON SN 3 OF 10 SEwCT u—ON SGE srcP s NRN OMON WNC YORE THAN DMON LOAD SPEOnm W 61EP I ABOVE. U9xG . NOR M6 ON SNEET 6 TNRU 9 .0 ANCHOR M STEP 6 ON SNEET 9. SELECT AVCNdI ME — OCOGN RATPL MORE n1A11 fNE OE61Ox LOADS 9LC61m m STCP IA9pNE 13W � 1 H 1 32a y a n V :L xam 1.1]2 zosz z L" o f a Z p m I a -`�� Q .IW �-wW-� asarl aTe I- �3 LO62 LI88 {-1A62 1 X 3 1% 2 1% 2 CUSTOM MU ION CUSTOM MULLION CUSTOM MULLION D Q7 me] -la 6061-T6 my_T6 V � E x Izz: 0.960 in Ivx: 0.370 in: Ixz: 0.370 in Sxx: 0.633 ink Szv: 0.370 in? Sxx: 0.330 in3 >5> p (FLPNGE RUME) (FlN FRNIE) (FLANGE FRAME) YiIB ftNdIx TT¢i�A o '7 rLmcy Awla „O G,� u I I .123' A 1®¢Noi a O ry [Iae a zd I I .123Miav jj r j I.mU .Izs 1000 L Ll 2L :o 1 X 4 1 X 3 STO_ iUBE M N I ION STD. TUBE MULLION STD. TUB M 1 ION Y F. "� ,IE a m6)-i6 Ixz: 063-6 6063-T6a02.D70 iIvv:950 n: Sx: 1Sxv; 0.63 ink Ir.. 0,3300 .D35 0.33in g n u . 8 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ON Y THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT 11 AND N BOTH WITH ALL ON'S MIAMI-DARE LAWS ,1111 COUNTY AAIMPACT AND NON -IMPACT PRODUCTS.s,A,�g'� �€�wDDy'Yi� n NOTES• 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CCDE COMPLWJET 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. a 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULUON ARRANGEMENTS OR STACK CONFIGURATIONS. " m m E °z mN�SS�PiS�iO�mmNmffiS�P, mcb'mmNS'ioYRZetimoS'mml�%S'iffiR'SNWp�m> f g aio Heo m(Nt', A oEri Si�V&NB'13 A ES 4i SJ > to A Li9�9;>n,ffimmS�ocN p ��i ,Vai gAON,i"jo$�j+�u,Sa" pa ffiN N ��u� p ie lU1o�i�ffipmNtNitNii V L1 V H Y+'%1iV uuNNNN% uSF>;iiiE1,U'��,CiNnDiYffi�tpiT'�u'i N•L�iL°iu"'ifnG°it"i,L°it^i fNTCiCi% o A �i0� gQ]En i)i in in �,%n o+0 �ry }}uu ��,Nii Nii in rn Nm W ii in in ,IVil fn in in�� in ,�"iN in �,�Ji ,�,i in in in'uX N[Ni,en:nVNi�irnNNrnUNi OGC �N �u$'o��Nm�L'm��ffiffiP�PJmOS'.mmNoS'S'S q Nmo�mm�mffiPSG�Ya q � S'0� g mx .��� �mm�w� N___- iuiom;;:.miJWmaHalJGli°ViO�t]W mL"rau,�i'moG'a�'6'S:S�mmx. O,�",�.,�'m�p,�'',��' am aE oF3>��m,m��,`�3b�N�SSS�&�ffimgSSZ;fC���H���is�m�4Rstl��Nx aHa�o' Aoo oa ah"o�'�Ni,�'iN+o m��o �i0a �'ffim mii•Wa"000 �?,�NNPNiaa u,i'n a,1i,"po�$m,in•'m i°a �i in'x .Ho PNi �ffi$�PimoL"mmumo$�t.,moL''c .f a F � 9 2 X �x W� Gad GH inNX +a �} P �'�•'mN.�n,P..�t�,8'if3a,�d'ifu'�u'',S'i3$'�'..�. NN V V a0a 1J ,,fn,$'_�",g.+ly, S821rnX MULLION SPAN m C C •11 0 8�1 W1 R-m n =A^ r m=o_o z f A Z D — N a O S N F a m m a� c D F fi----------------------------- o m z 0 &s�8 ��. Y'� g W ob. ---------------------- NO A9 soma PB° '°fg07NEBR cr i Q 111111 •`@F TO ���'� c r <Na claret o � 6• _ R"�,rd ftt the 16 _ a. LA WAS' ON D5D1 N.W. 90 ST. @ • •'* C. °amWoira FIX Sm Fblbn (201a MEDLEY, FLORIDA 33166 = a3 R B C. PN No. (305) 696-8660 q' j ¢= 0. Cwnpie,ce • i60 91n F61bn a0n S OR & E DP 1cae. C"a a1 naps YANUFACTURSR 0£ pUALTTY ALUYINUY IRNDOWS AND CLASS DOORS L �Op1Q�Yy�2.`�` v�.e., R. eRAzO �a 10 ALUMINUM TUBE MULLIONS ''ill11111f1 ��p<` �� N. ERA20 0e%1Vw UNREINYORCED TIME MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES DATE a —1 ape... w-r., w..a.. L1W-ML-1001 2X MULLION CLIP m3-T5 2,GPp .la CL50 .sss 1% MULLION CLIP wbe-18 • L. NOTa OImoNN NDrcx 7I— oProwt ML i I l4 I: 1, SHAPES ALL MULLIONS CONTAINING. TYPI A A71N PROD 1 TS HORIZONTAL OR VERTICAL SEE —OW RR DOOR APPR & FOR FASTENERS SIZES AND SPACING 1 X 2 1.688• 1 % 3 2.688• 1 % 4 3.6BB• ANGLE CLI I 1 L. WHERE ANGLES ARE NOT FIT SNUG weO-Te INTO TUBE MULUONS, SEE OPTIONAL 1 X 4 CUSTOM MUi tinNI 1 X 4 ' STD TLIBE MULLION 4065-Te. we5-le Izz: 4.709 in! Ixx: 4.709 ( ° Sxx: 2.355 0 Sxz: 2.355 ln3 (FLANGE FRAME) ' �-LO62-j 1 X 3 SD. BE MULLION 1 X 3 sosT-r0 CUSTOM MUIJ ION Uow-m 1..; 2.168 Ix. 2.168 (° ,DD Sxz: 1.445 ink Sxz: 1.445 I (FLANGE FRAME) of I z 4o Lnz n m�M V G Z a y rZ II f•1E40�1 II n G m 1 � Z 7 1.188 X 3 � V _CusTOm_Ml 111 ION DO )i 6063-ib di Izz: 2.218 ink Sz 1.479 in! ' E IRK FRAME) �" fn � a a � � a �um0 '�' • G 2 X 6 2 X 4 • }dylnywi$the FlPlieA EmlecS CO4e °$ STD. B MULLION ION STD, TDL14B1EMULLION 10 D. ecs3-rs Iv:19.648 ink Izx: 7.649 in BY Miml F 6 Sxx: .549 iw Szx: 3.825 ink RECTANGULAR ALUMINUM TUB MML IL ONS m 6 JCTIONS USE LMARES µ0 GRAPHS AS FOLLOWS. USING MULLION PROPERTIES nNl v L1111FI/TFF oEIFxuINE DESGN LOAD REoaRLo EDR PARncnEVEE OPEuwc. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ,`41 * d3 x�c3; ••"•••"•:, AND CAN BE USED WITH ALL LAWSON'S MIAM11 DARE USE MfRIMO GuaNG PRODUCTS MI.ERNO AT Lam 'ROO- MENTS. COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. � �ECmm TO uuwou AS PBE P oua NOTES: !.!* 4. SPECSY MAZIMDM sHIM sAGNc. 1. REFER TO THE GENERAL NOTES ON SHEET %PRO USING CNNRsONSKEET 5 OF 1D SELECT SEE www I OF 10 FOR BUILDING CODE COMPLIANCE. WOHDE9GN MRIE TN.W oma Lao SPEOPm 2. MULLIONS MAY BE ORIENTED VERTICALLY OR c� USING ANCHpi _ES ON SHEET a TNRU 9 AND ANCHtlE CMMTS HORIZONTALLY, Q��Qyy ON SHEET 9, SIN= µGKOR ME WIRI DESIGN RANIG 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ^^hhx�p w. TNµ THE DSSIGN Labs SPEanw IN sR I MI— ARRANGEMENTS OR STACK CONFIGURATIONS. F n E F mom+aWiG'Fn,L9Nn?NNr"i. of�'L'"'G'N+,S.a,&'9m^'iNnG''NnI�GiNnf''Ni,la'i�i>;FiG'inCi�"fnX o O p G o o m m V o 0 0 0 0 0 o bob. 0 0 o m o 0 0 o w �NUY'lr,{nil,,L°imNin�awu"'.u"1Nny,Nn•L°io�Ni'i,.^i.Hind',NnNL°iL°iNninNnL°iNnliiL°i6'iinU°iL°iNnX P A o o O G O O O b b O 0 A r"i,snN•G",S"r"i,aN,E"ni''srinU'fn',fn''znin,i"Hme^i,#�og 0u''u'u� x o000 000m 1�zz )S'�.I"nmrare �ia.P'iaN,�u,$io,S'i �i���Ngo,i'vm,�o,`w°�+mem,�'u''goQ+Ii',Ihv in i'n i'i G'uX +Nuoo 000o a roelfe�.:��$�wrno3m�,6'•s''���sr.,rizn"diaoioii�rnaiz>;iSi�Da'',rNr,�'',u'',a'inuNi�''X c m m' iJ m+ O C G O N Y m m 0 0 0 O O o o O O O O o O ow O O o O A ��V%NNNutnn[)'i P b �n Sn l�i in rn is �i N$n in N,rNi, ii uNi u,iA'r in���i�in in is r in O g o p O o ,Ni,�i, ,�io NynwHrNi,X w$$'$I�$wo�m+��Blffi$'�i �i1Nl��mmN�o$SPimo L'+d muaoA��'1moS'm� F y9 2 md, �Nn, N>,YiS, P,wpm,L°ml m P L m � �+mONL°C'i'dYnfuYJ.JiC3230^'i^m�Yr�VV.J.rmiXo m O C m A' V a +u�wis �,�D rrnw V pm o�a �.f o�mraii�y +•fin �e"u p mOA+Am O� A Wm P �mm m�ar,'�a G'N u'ih �. m mN�ooin• wo ocroNpmgro m000b $'m •,ao ,G'%a',uN,�X g TMIR r & -- M---- v N MU LION a SPAN A bb mo i S I o All o �- og— a g m Z n n NIyy _ Z ♦. Zo= — C of m c O K Z 2 D � N r0 D m � o m 0 lo O---------------------- >mgiw g�e A rC .. O T APRDFP591 GR166@ ' i'\\\\O • FOT���i �ANe Uan a ent en e<` 7� � SU26 t E •g - Re.i,ea aetr rr ene F!C- L� ,WS O \/ E501 N.W. 90 BT. :* e. Cvm knee . rEc sm EaDion (]OIa C MEDLEY, FLORIDA 33166 R IE B, O. Com v . rHc am Faa�on zol �' � PH No. (305) 696-8660 s, OF ,�h/� E DP Laver m a ixs I MANUFACTURER OF WAUTY ALUMINUM 97NDOWS AND CUSS DOORS . �'•q� !!��,,P�'(x�J'� ,a,,, ,, R. a'"'A 'tea n D ALUMINUM TUBE MULLIONS �O� NAB Fib` ..tee a mm �olju%Ie �RrEINFORCED TUBE MULLIONS DESIGN, PRESSURE CRARIS AND GENERAL NOTES DATE__ .,s. -- IAB-ML-IOOI ar'v 6 aP ID s/Ie' UPCDvS s/f6' iAPCoxS MIN I EDGE DIST. 1 1/4' MIN. t_I/J' uw. Il000 PExE,lurox uw. e000 PD1flMTpN 2-3/161 CONCRETE OR rtnn EDGE DIST. : PEa av (t ox dcx rnxc) I PDi A1sLE 4' OLLOW BL CK s/16• T,,yoou6 s/ta" TAPWN6 0 1-J,•' Mw. EDIBED WO WSOewY 1-J/•• YN DIKED N?0 D PEx NICAE Y.16dRY C 3/4 PW NO (D DN 1GH vnNC) b e MIN. _ q q Z �z 'fie 3 mom I I I i-J1 ii ii 27/I6• ii I 1 i� �oz 2 p o 1%Fl61PNC CUP u uu2u%i1EB MIN. i-i �i I maa o % _ TNDD BD� w-. a S � z s j 5 S < F i[ EDGE DIST 3/4• DIST. 1-,/3' J/te• TArcons ANCHORS TYPE V (INTO BLOCK � U uw. NDDD PENE'iMnDN ' i °fA ANCHORS TYPE 'G' (INTO CONCRFTF) ® z z ALLICUPS AND ANGLES TO FIT SNUG 4 ANCHORS THRU 1X BUCK I� INTO CONCRETE OR BLOCK INTO TUBE MULUONS. r �, o �3 TAPCONS MAY BE HEN OR FIAT HEAD. 1 %4` k 2"z4• MULL c I q 11 a EDGE DIST.2-3/16CONCRETE ORit N 4' HOLLO1— MIN.. K s 6II II 1-J/•' MN. EE6IEE0 MO Y.ESDNaV a/IB' TAPCON6 2 I' II _ t-J/�' 1aNNSEDl iirv" MALL CUPS AND ANGLESTOFIT SNUG f 5 4lTENIU,E INTO TUBE MULLIONS, uldoa I -KIN TAPCONS - - - 1 1/4` MIN. ,-,/2• uw. CE DI T. • ER cIs . � r CO S MAY BE HIX OR FIAT HEAD. ANCHORS TYPE 'A' a 2 ANCHORS INTO WOOD ii li II II A i__ii w0oD elio �' 'i I%PLDAIpD SIP H uDIVDIEe _________ V OOO 6/I6' TAPLDNS 5/16' PWMN6 I M U ,may DD PExEi2%TW I-t/2' uw. N0p0 ME-- ON GCx TIPID) J PM AxGIE e rc E i� ANCHORS TYPE 'C' (INTO BLOCK m W ANCHORS TYPE 'F' (INTO CONCRETE) I' 2 ANCHORS THRU 1X BUCK eN`1e1M14r1, INTO CONCRETE OR BLOCK \7.� R.aTwc QIP N.vu AxDIE i "' _ .E MaaO BUCK I i i i i PRODUCTREVISED V u ail ft'CBviOWe}TerN• I BullDinJ aae I Att%psae NP / O••. • Q. . ANCHORS4 RS INTO WOOD ' zxdoa�waaN n oa F�',,yt%ne+et PPTssz•Y a� a MIN. EDGE DIST. G 2- 16 GONGREh:R�.'OR "Bm 0 Amw 4 HOLLOW BLOC ib do C� MOCK ii 2 X 2 mw AIX. 2i ANCHO S TYPE 'C' (INTO ANCHORS TYPE IF' (INTO CONCRETE 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 2 vM Wl' MIN. EDGE DIST. 2-3/ OR Ispr rAvcoxs VIV T_ 0 CK U) wo -Iv m wp c 4� 1LLB I-J4 P .14 L Z WRM 6R X72 X I 2. ------------ Z jT S 2 7/16 MIN. Tv W IN, ANCHORS TYPE (INTO. MCK) cf) ANCHORS TYPE 'G' (INTO CONCRETE 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK lwx4"& 2',4" MULL H H ALL CUP, AND ANGLES TO I FIT SNUG INTO TUBE MULLIONS. TAPCDNS MAY BE HE)( OR FLAT HEAD. IIf CLIPS OR ANGLES CONNECTED DIRECTLY TO 8 E PROTECTED ON TU WITH ALKALI -RESISTANT COATINGS, SUCH MAASS BITUMINOUS PAINT WATER-WHITE MErMRftATE LACQUER 5/16, TdPC°NS'_3 r w TT • R p - ftH r MIN. EDGE DIST. MIN. EDGE DIST. 2-3/.I6' CONCRETE OR 2-3/16' CONCRETE OR 4' HOLLOW OW BLOCK J_J/p- s/Is• ravcaxs 4HOLLOW Bl0 K 3-3/4' 6/16' uAcnS o - I�1 MIN. 1-3/4 ION. NOEO RAo YA60NRY MIN. 1Mx. DiBEO = w6oNRr { m qID (] ON 61CN z VC) {PER LLP (1 ON FACH WING) c C 1 • CLIP LENGTH 1 • - "' a3, aUtt 'L• I 59. e i f 2% 4 .688o m {3 i4v " 2% 6 .688, maox. c a 1z6 YULL s/IB• lAACOIS • 901D filA[ " 1-3/1' WN. NeDJ Nr0 MASONRY \ ]X6 MULL 6/1.- T.NSONs X O S _____________________________ a PFA cuA (] Bx EAa wwc) 1-6/4• M. EYEe➢ afro Yr6GxRr I I 1 3/4• { r4R CJP (x GH FIdH Wwc) j Oa p S MIN. 1 3 4' J/4' MIN. F I 1 2z6 WU O J-3/4' MIN. 5 it/16 o54 Z ..: m T CLIP LENGTH ]z6 MULL 1 m Go o: a ice___________ kt m i _ n3 ANCHORS TYPE(INTO B 0 Kl ALL CLIPS AND ANGLES TD HT SNUG ' INTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE ANCHORS TYPE 'E' (INTO BLOCK, TAPCONS MAY BE HEX OR FIAT HEAD. •000 • a ANa+oxs THRu lx sucK ANCHORS TYPE 'H' (INTO CONCRETE) CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE OR BLOCK ANCHORS INTO CONCRETE ar BLOCK WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2'(6' MULL SHOWN 2')T6- MULL SHOWN WATER-WIYTE MEFHACRYLATE LACQUER. PRO➢UCTREVISED m a•mpireg wi161b FIoHd• OuD4IaBCo6e .�, _-�,- fJ[� MIN. EDGE DIST. I/16' CONCRETE OR ' HOLL,� OW @�OGK S/16' TAR0115 t o/V — —m I • roGL (2 GN FKN I IN. I 1 i 2.4 > 21 Yu0 I I 1 1 I I I I 2 X 2 X 1/4' --------------J LJ LJ ALYN ANGLE CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, WATER-WwTE YETIUdJTYIATE LACQUER SUCH AS BITUMINOUS PAIN7 OR MIN. EDGE DIST. 2-3/16• CONCRETE OR LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. 1a/.• 4`1 wA 3 X 2 X 1/9' A llY AMG E t uI�/N. <" OPTIONAL ANCHOR DETAIL ANCHORS INfO CONCRETE OR CEMENT BLOCK 1a_ I f ,• Sus I 2/C1wwIEL LURE WWpt /12 f 2/ 1/w TNX:X ALYY Or -EL IFNGM m YR SNUG WTO YULUON TUBE MUUION TRIES BE NOTCHED . . AS SNONWiIYro A1W X,STAUATIGN GF aP ANGE fAUU< JOM Mpl AAEYaY � M AaEss HoIE 1-1/2' o MdD56121ALLCIEMD NW �FII�II-ER-.1 -I1I -- j ---1CYIwmm SW H BE 11'POR 'X•• XX X•(M-JJ/•1/0eREN(IR AWY A cur TO m sMX: INsmE Tull ANCHORS TYPE 'I' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I' TO VERILY CAPACITY OF CONNECTION PROMICT REVISM a mmp O. with It. FlaBh ALL CUPS AND ANGLES TO FIT SNUG ORA OdicgC O� . INTO TUBE MULLIONS. TAPCONS MAY DE HEX OR FLIT HEAD. EXpkaum Dam rTI. ��PromnaNXAI 91i9©m