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HomeMy WebLinkAboutNOA TUBE MULLIONSLawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the appl materials. The documentation submitted lz Product Control Section to be used in Mier Having Jurisdiction (AHJ). This NOA shall not be valid after the expirai Section (In Miami -Dade County) and/ or tlIe to have this product or material tested for tI perform in the accepted manner, the manuf immediately revoke, modify, or suspend the reserves the right to revoke this acceptance Section that this product or material fails to 1 This product is approved as described here' Code, including the High Velocity Hurrican� DESCRIPTION: Clipped Extruded Alum APPROVAL DOCUMENT: Drawing No through 10 of 10, dated 04/27/10 with revi sealed by Thomas J. Sotos, P.E., bearing the Notice of Acceptance_number and expiration MISSILE IMPACT RATING: Large an( 6"CIE® By MIAMI DADE COUNTY IMO��,�,�� PRODUCT CONTROL SECTION Si�TJ1tCES (RER) .11805 SW 26 Street, Room 208 DN T (786) 3115-2590 F (786) 315-2599 DA) vvwiv.miamidaAt.gov/eeonomX_ 7�� P-K'C (C<Df) ible rules and regulations governing the use of construction been reviewed and accepted by Miami -Dade County RER - Dade County and other areas where allowed by the Authority :ion date stated below. The Miami -Dade County Product Control AHJ (in areas other than Miami -Dade County) reserve the right quality assurance purposes. If this product or material fails to tcturer will incur the expense of such testing and the AHJ may use of such product or material within their jurisdiction. RER s, if it is determined by Miami -Dade County Product Control neet the requirements of the applicable building code. h, and has been designed to comply with the Florida Building Zone.- inum Tube Mullion n / and w/o Steel Reinforcement — L.M.I. LAW-ML-1001, titled "Aluminum Tube Mullions" sheets 1 ion C dated 02/16/17, prepared by manufacturer, signed and .IMiami-Dade County Product Control Revision stamp with the date by the Miami -Dade County Product Control Section. II 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 inspectionil at the job site at the request of the Building Official. This NOA revises and renews NOA No.14-0968.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. COUNTY10 NOA No.17-0222.13 4'1 1� Expiration Date: May 30, 2018 Approval Date:, April 13, 2017 Page 1 4. Lawson Industries, Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No. 02-0501. 05 and 95-1212.09) 2. Drawing No. LAW-ML ,1001, titled "Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision C dated 02/16/17, prepared by manufacturer, signed and sealed by Thor as J. Sotos, P.E. B. TESTS 1. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, c., Test Report No. HETI-02-T071, dated 09/16/02, tested per ASTM ES, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted tinder NOA 1�o. 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, Iric., Test Report No. HETI 02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, 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 drawings 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. (Submitted cinder 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 8/27102, signed and sealed by Rafael E. Droz Seda, P.E. (Submitted under NOA Nol 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.l 02-0501.05) III anu AJeirez, P.E. Product, Co r Examiner NOA No. 17-0222.13 Expiration. Date: May 30, 2018 Approval Date: April 13, 2017 E-1 Lawson Industries, Inc. B. TESTS (CONTINUED) 6. Test report on: 1) Unifo: along with marked -up d door, prepared by Fenes dated 01131196, signed (Submitted under NOA 7. Test report on: 1) Unifo; along with marked -up d sliding windows mulled on top, prepared by Fen dated 02/13/96, signed a (Submitted under NOA Static Air Pressure Test, Loading per FBC, TAS 202-94 vings and installation diagram of an aluminum sliding glass tion Testing Laboratory, Inc., Test Report No. FTL-1376, sealed by Gilbert Diamond, P.E. 7. 95-1212.09) Static Air Pressure Test, Loading per FBC, TAS 202-94 vings and installation diagram of two aluminum horizontal top with a 90" span mullion and a 45" high faced window ration Testing Laboratory, Inc., Test Report No. FTL-1383, sealed by Gilbert Diamond, P.E. % 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,'complying with FBC 2010, prepared by manufacturer j dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. §,otos, P.E. (Submitted under NOA No. 12-0127.07) D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICA 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 51h Edition (2014), dated .February 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/20/12, issued, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.07) 3. Laboratory compliance letter for Test Reports No. HETI-02-1714, HETI-02-1716, RETI-02-1717, BETI-02-1718, dated 8/27/02 and HETI-02-T071,. 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. 02-0501.05) Manue P.E. Product Cont 1 E miner NOA No.-0222.13 Expiration Date: May 30, 2018 Approval Date: April 13, 2017 E-2 Lawson Industries, Inc. NOTICE OF ACCE F. STATEMENTS (cowuiu n) 4. Laboratory compliance FTL-1383, dated 02/1 signed and sealed by Gi (Submitted under NOA 5. Letter from manufactu verification test, dated 0 G. OTHERS 1. Notice of Acceptance Clipped Extruded Alu L.M.I.", approved on 11 2. One year approval, subj, ter for Test Reports No. FTL-1376, dated 01/31./96, and i, both issued by Fenestration Testing Laboratory, Inc., t Diamond, P.E. . 02-0501.05) requesting a 1-year extension to allow time to perform 7/17, signed by Nelson Erazo. 14-0908.08, issued to Lawson Industries, Inc. for their in Tube Mullion w/ and w/o Steel Reinforcement — l4 and expiring on 05/30/17. l to successful verification test. Man rez, P.E. Product Co ro xaminer NOA .17-0222.13 Expiration Date: May 30, 2018 Approval Date: April 13, 2017 E-3 1 ANCHOR/CLIP GLAZING PRODUCT ANCHOR/CLIP HORIZONTAL MULLION t VERTICAL VERTICAL MULLION MULLION GLAZING -GLAZING GLAZING 'L PRODUCT PRODUCT PRODUCT Si 3 JWCHOR/CU wt •^I[_ W. r_VJ3 MULLION SPAN WIDTH (W) = 5V1 + W2 W3 2 GLAZINI }�� r PRODUC i II GLAZING 3 PRODUCT I ANCHOR/CLIP ANCHOR/CLIP' •" HORIZONi AL 5 !r 1 TPESE MULLIONS ARE RATED FOR LARGE LUSSILE' IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-O.AOE IP CCUNTY AFPRO'JED IMPACT AND NON -IMPACT PRODUCTS. HORIZONTAL MULLION RECTANGUEAR ALU6UNOM TUBE MULLIONS h I JF 41U)„J ION PROPERTIES ONLY GENERAL NOTES: I. THIS PRODUCT HAS DECN DES:CNED TO COMPLY WITH lJE RECURtEUDOS OF THE 2014 FLORIDA BUILDING COOT 51' EOITON WCLUO,NF. / MGH VELOCITY HURRICANE ZONE (WHZ). 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCAULE fl.ORGT III= CODE RECUREMENS ME. MIND LOAD. WATER RJFCTRATION, FORCED ENTRYRESISTANCE, SAFEGUARDS ETC. II J. MULLIONS ARE APPROVED FOR PJPACT AND NON -IMPACT APPUCAMONS. 3 _ v INCLUDING WINDOWS. 000125 OR COMBINATIONS MAY BE MJLLEO. A. W000 RUCHS BY UTTERS, MUST RE ANCHORED PRWERLT TO TRANSFER LOADS TO TNT STRUCTURE. O S. AVOICRS SHALL BE AS US'EO. SPACED AS SHDNN ON CETAILS, AVLTIfIRS EMBEDMENT TO BASE MAIERN. SHALL BE BEYOND WAU DISC& OR STUCCO. 6. ANCHORING OR LOAD:". CONO.TION5 NOf SHMYN LV THESE DETAILS ARE NOT PART DF THIS APPROVAL. • 7. A LOAD DURATION INCREASE ;N &LOVABLE STRESS IS USED IN DESHN OF W000 ANCHORS ONLY. B. MATERIALS INCLU3LVG BUT NOT UIIITED TO STEEL OR METAL SCREWS. iPUT COME INTO CONTACT WM1TH OTHER OISSWUR NAIEWALS SHALL MEET THE REOUREMWTS OF THE 20M FIORICA OLDG CODE - SECTION 2003.13.A. GLAZING PRODUCT GLAZING GLAZING PRODUCT PRODUCT z o�Z VERTICAL H MUL LION ANCHOR/CUP W1 T1 W2 : W. LY2 W MULLION SPAN WIDTH (%V) = WI 2 W2 WIDTH (W) = 711 Z W2 TYPICAL MULLION ARRANGEMENTS • J11llOti_Ec_C.LIP uD7£S 1. FOR MULLIONS VJITIIOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. • REFER TO. SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR IMUTA.IONS WITH STEEL REINFORCEMENT REFER TO SHEET A OF 10 FOR DETAILS AND NOTES. REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CIIP TYPES AND ANCHOR CONDITIONS REFER FO SHEETS B. 7. B. & 9 OF 10 FOR DETAILS AND NOTES. + w • REFER TO SHEET 10 OF TO FOR MAX. ANCHOR DESIGN PRESSURE CHARTS 3 II 3 3 ^Nonucrt;Lvlseu Jrgrrh the FToa:A c.aeLy am RYP� !B 6 1.690� 1_ yz • _ caz .156 TIP. a6w � q11 1--Asm� I 2 X 4 TYPxx 5T0, TUB E M1NODx (RAVE III M 2im .(— W63-16 ti• DPlaxu 5T0._T(� cusTOM HULL'S h7 I 6061-T5 1— 2.070 y LI I Szz: 1.035 in' x01CN �1F'I wTwN,¢ -1 F-.12s u0L AMESdL 61.3--T6 STANDARO IUDJtAA SKaP6 TIP. 'MALL ..125' ALL ,LOY . 6763-T6 >ICAL ZING PRUMICT M ION! CONTAINING 7Y�tCAL CI AZINC PROMU T I � c taDD 1.)]2 l� •I2] o o n U C 4I5 -I 7-r _ p iW m O.156.U.I55-�I o7BL)62 IIBO- to6a I x 3 I% 3 1 X 2 1 X 2 m o CUSTOM MULLM CUSfoki MULLION CUSTOM MULLION _CUSTOM MO. LID j In G 6063-T6 6063-ra 6063-T6 CH3-r6 Izz: I.000 fn: Ira: 0.9SO ink In: O.S70 Ind Izr: 0.330 in' Sar. 0.667 Ind Szr. 0.633 4! Szz: 0.370 tn� Szr. 0.330 In� 5 0 (I:N FfMME) (rLANCC FRAME) (F.K FRAME) (FLANGE MW) G U 3 OPd, AUe FTsI:A �/� N c u f piOtim lhv � ? i 1-2C00—y !� VV 2 F 7 Ir, IWI t x4 tx3 t x2 � u aa`s� STD. TURF. MUI ICON _iTO, TSjFE 4UIIION STO, TURF MII ION _ em3-T6 6DaI-m ccw-i6 0 HORIZ.ONT,'1 OR V-eRTICAL 2 %� 6 I L 2% 4 Iza: 2.070 in: Izz: 0.95J tn: Izz: 0.330 In: S-•O E-LAION TURLL-510-TU(3F IAUI 110N Szz: 1.035 ink Szz: 0.633 ink ..zz•. 0.330 i75R7:ins SEE "NMI OR D00R52(5 M.m m L FORSCSI-r6 6)W-:6 z xl = EA5 :J SPALLlO Izz: 8.280I in'. Iva: 2.980 in: ` - .2• Szz: 2.760I (n! S, 1.490 in! 3 z . 6 _ I. f NGTH RECTANGULAR ALUMINUM TURC M T I IONS USING MULLION PROPFRTIFS ONLY .�.. INSTRUCTIONS; THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT USE CrPR14 Alo cR.=Ia A5 FaLlo4s. STEP I DEfauuc ascN Lailq RECtnCeO Toa P,utr.Ly;AR oP[N)m. AND CAV DE USED NIIH ALL LAWSON'S I.11AMI-UAOE 2.688 2.6B8' COUNTY A -PROVED IMPACT AND NON-IMPACI PRODUCTS. 3.68B' S7E? USE APMRCVEO Ct Lt— PROGLCR UECTM ABdC L= --- WEBENIS. I ' 3.688• I$ FP 3 USE CDY\ETAN TO UULUV4 AS PER PROXC APPPWa- � NOTES S6BB' STEP <SPEC" w muN SNw sp=tz. usW I—Trs W v¢ET 3 OT 10 SELEa WlLOON S2E !-S ee--5 mM OCS164 RACtC U01E TWV DESS4 LW SPEORED I. REFER TO THE GENERAL NOTES Or: SHEET I OF 10 FOR BUILDING COOL COMPLUwCE. 2. h1ULUONS VAY BE ORIENTED VERTICALLY OR GLES ARE TO FlT LYJNS. • HOT FII SNUG NI S'.EP I ABOVE. ISNG AYCFTIR TYPES ON SKIT 6 R,RB 1 4 AK010R p 11 HORIZONTALLY. �3. SEE OPTICNA_' 1:EI 9 OF 10. SNEE1 a. 5_�-r u+own rra .. MS. wnvc Uwt I— INC CESYN Labs SPEMW N STEP 1 mm. REFER TO SHEE7 1 OF 10 FOR TYPICAL MULUON ARRANGEMENTS OR STACK CONRGLIWONS. N 4. 1n � �0 N s] W 38.318" 50ai8" VTM 63" TUBE 61ULL1014S N 1X2r 1X4 2X4 2X6 150.0 150.0 150.0 150.0 1 s0.0 150.0 150.0 150.0 123.0 150.0 1so.0 150.0 1025 150.0 150.0 150.0 97.9 150.0 15Q0 150 016.9 150.0 SQ068.3 150.0 1551.5 160.0 150.0 210 55.9 112.6 150.0 150.0 150.0 51.3 103.2 150.0 150.0 150.0 47.3 89.3 95.3 150.0 150.0 150.0 150.0 150.0 150.0 150.0 67.0 150.0 150.0 150.0 15Q0 53.6 142.3 150.0 150.0 150.0 44.8 Moll 150.0 15040 15Q0 333 101.7 150.0 15QO 1500 33.5 89.0 145.4 150.0 15Q0 29.8 25.8 79.1 71.2 129.2 1163 160.0 150.0 15Q0 15Q0 24A fi4.7 105.7 15110 150.0 11 22.3 59.3. . 95.9 139.5 150.0 20.6 54.7 09.5 128.8 150.0 62.0 150.0 150.0 ' ,SOLO 150.0 46.9 135.1 150.0 150.0 150.0 37.5 103.1 150.0 160.0 150.0 31.3 90.1 1SO.0 150.0 1 150.0 26.8 77.2 131.1 150.0 1so.0 23.5 67.5 114.7 150.0 150.0 2D.9 60.0 101.9 146.8 150.0 18.8 54.0 01.7 132.1 15Q0 17.1 49.1 83.4 120.1 150.0 16.6 45.0 78:5 IIQI 150.0 - 41.6 70.6 101.6 15QO i 48.3 133A 150.0 150.0 150.0 34.8 100.0 150.0 150.0 150.0 ! 77.8 80.0 160.0 160.0 150.0 23.2 66.7 1252 150.0 15110 19.9 672 107.3 150.0 150.0 17.4 50.0 93,9 135.1 46.5 83.4 120.1 108.1 AlS0*115.4 36.4 60.3 98.3 33.3 62.fi 901 KRfILII V141WV 2 O PaUAZ7pllaOi PRCOVCf � Vnai WI W2 74.114" 04" I:T41I o ass® o a�®�� ME © aEFI• v aM= FNINT. �ilAtwc -- Pa000�r GXP:G Paoowr I OfAS:aO mowc� �' TYPICAL `4ULU61N ARRANGEMENTS Aaors TO BE wSM2Eu NOTE: I 61ULUONS RATED IN THESE CIIARTS MAY BE ORIENTED VtRTICALLY OR HORIZONTALLY, (INTERPOLATION IBETWEEN WIDTHS ALLOWED) WIDTH (VA =! Wr ` W2 120" 132" 1"" 150" aa��® aaa�� aaa�� a-a®� a-aa aa�®� aaa�� aissa® aaaa� aaaa� aaaa� aaaom aaMFZFM� aaa� aaa® aaa�� aaaa� aaaa® aaaa�a aaa�■� aaaa� 0000� aaa�� as-® aaa�® a�a®� a aa� as -ate aaaa� aaaa� aaaa� aaaa® ?1c09UCr REVISED y'h m 40 IIn,.Aw (•n�fn :71hv f1c"iRa ,�` :IL W �. ti .156 i��nY •1 mw O.00O •Ii5 2256 1x IAUIIION Cup 6.63-16 `/1•�A vTGH Cti•� oPrroxAl. o r u0ra ZA N T OP110'IN. .Ii:3 tnt ANGLF CTIn .� lll>D _ 2 X 4 muLuo STD. TIJQ I TTRCAL YAN70N lRNIZ S1aPE6 ALL MULLIONS CONTAINING TYPIcnL GLAZING PRODUCT$ HORIZONTAL OR VERTICAL S[E -WOO- aR DOOR / F.M& F. ASTEI:ERS SIZCS A 0 SPA:NG SNUG INTO GLES ME TO FIT LIONS. E NOT FIT SNNUC gm �-174E-•i L_`�j. 1 ..__ .I �-106a-1 I x 3 1 X 4 1510 LION 1 X 4 jiD. IB MULLION I x 3 PTO. TURF NLIII ION 606]-16 3-Tll 600]-T6 6 3-16 CUSTOM M �1L'IZQ-R I..: 4,709 in. 1 : 4.709 in' 6OS3-T6 I..: 2.168 in' 1— 2.168 in S..: 2.355 in? S.: 2.355 in? S..: 1.445 in? S..: 1.445 . . in! (FLANGE FWME) (R,WGE FRAVE) L ! `I 4 h s .Ils 1 J vaz i 3 n<� V w aria O O1: n i ur1 U o 3 v y d •_ Z Zc c N q W II �LClO� Z p I.I69 1 X 3 f.11G � .003 -f61. LION 6Y]J j Z a) m C 1.9: 2.218 in: C F" of 5..: 1.479 ins D ti 7 0 (FIN FRAME) !+ v N Z3 F'�AJYA I OrAIL n6VLSf:DFlald. t]rru�ux I� oPil6M� � .1S 18 2xc 2x4 F— on4 $TD TUBE IAULL'ON STD. TUBE MULLION 6]6J-T6 6663-f6 Miaci •pOSKI I.A:19.648 in: IF.: 7.649 in 5..: 6.549 in? S— 3.825 in? '1hNGULAR AI UMINIIM TUBE MUI I I(LNS TIONS• _ I.V L'ULLLO\ PROPERTIES ONLY vsc NWiR ANo ou3rs As rouoxs. — C-r[RMrrc OFs!G Low R[CLTREO FOR FAgnTmAR w'O[r:c 1 T11ESE MULLIONS ARE RATED FOR LARGE 41551LE IMPACT AND CAN BE USED WITH ALL LAVISCN•S MIS1 DADE uzE ArroRarto GUDNa KDOUCTS M-:rwG Aooa Law R[O]WEVEuis. COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. - CaWeno11 TO ut,u)OH AS PCR "OaT NOTES: Lyy mcwr uunMUM sm sPAGNG. I. ucrER TO THE GENERAL NOTES ON SHEET IWe CIµ91S aH SHEET 5 OF 10 S[ICCT .w UC. Y)E I OF 10 FOR BUILDING CODE CCMFLrANCE. InM OSStGv 8[rxa NOw- nux oEvv Law SP[OFi] N SIEP 1 ABQYE. I 2. MULJONS VAY BE ORIENTED VERTICALLY OR V6.TG AACHIXI rTPLS SOH Srq[T 6 1HR'J B AYp Arf.HCq :1 W,IS O9 SHEc� 9, 3•]LCf ANCH09 Trot x!M aL51GH RAnxG HORIZONTALLY. J. REFER TO SHEET 1 OF 10 FOR iYPICA). MULLION ww r1u T1 c ov.H tans s-t— H slsv r AIYJIL 'ARRANGEMENTS OR STACK CONFIGURATIONS. i 38- 3/8" 50-518" W. 63" CAAVIGPRwJU LGw.G W, rNOMMWAL YUU1Wl P�oucr 3 PROWIGf M C G P-MIO.--UGr 74414" 1 1 697 1 150.0 1 160.0 1 150.0 III 48 1 120" 64" 1 148.2 1 104.6 1 150.0 1 160.0 III 48 1 132" 96" 1. 32.3 70.1 113.8 150.0 48 144" 28.7 62.3 101.2 150.0 54 25.8 M.1 91.1 150.0. I 60 23.5 51.0 82.8 150.0 fib 21.5 a 7 75.9 150.0 72 F 108" 22.7 49.2 1 79.9 150.0 48 150" 18, 20.1 43.7 71.1 150.a 54 1fi, tA_t 39 d I RA a 150 A 1,1,1 60 TYPICALjnq&LL-lDi. kRRA ErASNrs AM7�E5 TO !Y MSGi3ED wvCE MicfANCULA9 SNAPC NO TE• � MULLIONS RATCD IN THESE CHARTS MAY OC ORIENTED VERTICALLY OR HORIZONTALLY. 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K 3 'ER ANGLC a - II - r-1 L1.01 fti-I CCUCNI FILM HFIA I " " AUU A­,E -La\ -L41 ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK &NIXofl LcUtav MIN. EDGE DIST. Ui QI 2-3/ R TE OR Ru -4 5/16- TAKUG 4' 11 4; UM FUR b 1 .10 CK 101 L 4 ER CUP (2 a MIN pia te G 0 CMMCTE w CcUrNr fto=. !:' :, -2 2 I, . I &Um rumTAC cur u u 2 /4 MIN. ANCHORS TYPE 'f)' (INTO BLOCK r4 IANCHORS TYPE 'G' 'INTO CONCRUC 4 ANCIIORS I'JTOSCN.RErE OR CEMENT BLOCK , & 2.4' MULL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULUONS, TAPCONS MAY BE HEX OR FLAT HEAD. • CLIPS OR ANGLES CONNECTED DIRECTLY TO MA Win I ALKALI -RESISTANT COATINGS. SUCH AS WATER-WHTE UETFACRYWC LACCUER. PROTECTED PAINT OR cu" I'mralcl-Rev[sm I IAIN. EDGE GIST. II "N. EDGE GIST. 2-3/16• CONCRETE OR 4" HOLLOW BLOCK 3-3/4' MIN. I•• • • III.-y I • wc6v � � I i I ______I. i II CLIP LENGTH AIUIL 2 % 4 3.598' I 5/16' rArons I -)/A" YIV. Tu6TU 71i0 YAS o " 4 PER C1.V (2 ON TAdI •s•IC) y R i • 3 Yl Q u V [ C 4 wSO < z U a .• y 2 — �� `=5o c s/ra•rvcogs 1-3/1 WN. EYOTD NT.OWY 1qI Y X a z • PER CUP (7 ONFACII W )c 1 3/4' N. < Z 4 _ Or Or I 7 z . r® ------------ 72 IT - " ANGLES TD nr sNu^ I ANCHORS TYPE 'E' (INTO BLOCK i __ .JULL'ONS. y ANCHORS TYPE 'H' (INTO CONCRETE) ANCHORS TYPF_�' (INTO (ROCK) TAPCONS VAY BE HEX OR MT IIEAO. a ANCHORS i11.9U I% RUCK DN ANCHORS TYPE 'H' (INTO CO\CRETE) I CLIPS OR ANGLES CONNECTED DIRECTLY TO NLSONIIITO Ck6'CnETE OR BLOCK 7f TO BE PROTECTE ANCHORS W10 CONCRETE or BLOCK WITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR 2DULL SIICWII 2'%6' MULL SHOWN! WATER -WHITE VEIRKRYLATE IA=UER. IPROmLK711EVISED dt� I�MAthe Flvilo UulBig GiUe Aura! •0 ?Z.l3 I EkSgY6'1m D� J Y L N 6 h � �L MIN EDGE DIST. 5/16• TFPCONS 2-3/16CONCRETE OR T/.• ... EuatO.10 IµSCnR+ 3-3/4' 4' IIOLL OW SLK Taw. (t a+ C— 1.nc) MIN. nz I. I nz i 2 IN i I I i I + MIN. h� v L6 MW I I 1 z111 r ANOY 1 1 CLIPS Ofl ANGLES CONNECTED DIRECTLY TO MASONRY TO RE PROTECTED WITH ALKAU-RESISTANT COATINGS, SUCH AS 81TUMiNOUS PAIN. OR WATER -MUTE UEiNACRYtATE LACQUER. U,N. EDGE DIST. 2-3/16' CONCRETE OR 4' HOLLOW LOCAnON OT' SCREWS CONNECTING - ANGLES TO TUBES YMERE ANGLES ME NOT FIT SNUG INTO TUBE I MULLIONS. O O i L_ _ _J g/16• TAPCOvt /H SLLS I Y 1-]/�• Kv. CVOLO 2 PFA A. • P[R ANgE i 1 To 1 2 Y $ 1 1/6• 1/4• OPTIgNAL ANCHOR DETAIL MIN. ANCHORS INTO CONCRETE OR CEMENT BiOCN DIRI l0 p lV E1M_9 `I ER CL`PS I OMtctrou A i i 8S F. O.c i 1 ' 1-d/P Y 2' AY W DOR 2UOM U6 aPAzFOR tWF NE WT i0 O' $Ay0 WiOCMOOIEEEE)) ANCHORS TYPE III METAL TO METAL COIINECOON USE CHARTS FOR ANCHOR TYPc Y TO NERIFI CAPACITY OF CONNECTION ROOUGTIifiViSfD lUCr EVMEl Fktiln n>a�'1c z�.•o 272-,g ALL CUPS AND ANGLES TO FIT SNUG t i:nRsaB. INTO TUBE MULLIONS. TAPCONS MAY OE HEX OR FLAT HEAD. OF N 1• �n tiT� z£ N tltll3ids s�"-�!5y�siss'sEs L • R W2 W1 y Z O!= m m 0 0 S -i y mmmm a o - eN��=tl SEA O(�VSO a z.n�n sp O Noz LId Is - BSc Z ~poo nP Z �n = O a a �.� +� D�= Er"s"m p S z S m m S O ap Cm MOp NgzT�zma aesene � p -0mm OZ JD( a0ni 0 CCO i �#88P6 Yz m :6 610 Np99�@�0919�0� � 9 2� 01BB G09 99 � 6 1: Hill a�I 9@9:019� B �G0@ � 9C. �og�M0 ° o°9°�a�a� ova o LL1J-L"I"I'I ICI"I"Im{ Ij�I�halalxlalsl�'I�Ishl=l1,la111119191q- &A DA 33166 A� �1 `L/ 8501 N.V/. 90 ST. - . ,,, D' PHDN0. 13 5)1898-86 0 MANUfACFUR£R OF QUALITY ALUMINUN D7NDOMS AND CL(SS DOORS ALUMINUM TUBE MULLIONS COP/ANCHORS DESIGN PRESSURE CHARTS AND GENERAL NOSES L1N-ffl.-Inn