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HomeMy WebLinkAboutNOA� E V SCANNED DEC 2 9 2017 MIAMP DE St Lucie CountyPEJIIT'' INIG MIAMIDADE COUNTY 14161111111 St, i uC;e CO CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC 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) svww.miamida#±.gov/eeonomy 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 uicur 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-M1,1001, 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 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 alter 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. 14-0908.08 and consists of this page 'l 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. C.. NOA No.17-0222.13 *on Date: May 30, 2018 r t dal Date: April 13, 2017 Pagel Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 Thomas J. Sotos, P.E. 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" spate 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-Seda, F.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 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. IIETI-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, sighed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) ant erez, P.E. Product Co r Examiner NOA o.17-0222.13 Expiration Date: May 30, 2018 Approval Date: April 13, 2017 E-1 Lawson Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTmFD) 6. 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 Fenestration Testing Laboratory, Inc., Test Report No. 17FL-1376, dated 01/31/96, signed said sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 95121Z09) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 95-1212. 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 /2 5/12, prepared, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-012 7.07) 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, complying with the FBC 51 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- 012 7.0 7) 3. Laboratory compliance letter for Test Reports No. HETI 02-1714, HETI-02-1716, HETI-02-1717, HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering & Testing, laic, signed and sealed by Rafael E. Droz-Sella, P.E. (Submitted under NOA No. 02-0501.05) Manue P.E. Product Cont l E miner NOA No.-0222.13 Expiration Date: May 30, 2018 Approval Date: April 13, 2017 E-2 Lawson Industries, ,be. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (cowmED) 4. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and FTL4383, 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) 5. Letter from manufacturer requesting a 1-year extension to, allow time to perform verification test, dated 04/07/17, signed by Nelson, Erazo, G. OTHERS 1. Notice of Acceptance No. 14-0908.08, issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement L.M.I..1, approved on 11/06/14 and expiring on 05/30/17. 2. One year approval, subjected to successful verification test. Manq41$rez, P.E. Product Co VN. xaminer NOA-0222.13 Expiration Date: May 30, 2018 Approval Date% April 13, 2017 E-3 [ANCHOR/CLIP GLAZING PRODUCT ANCHOR./CLAP HORIZONTAL MULLION F. # r _ VERTICAL VERTICAL MULLION MULLION GLAZING- GLAZING GLAZING z ' PRODUCT PRODUCT PRODUCT a ANCHUR/CLI ! III-wl.._.� Wz I MULLION SPAN WIDTH (W) = wt + WZ + W3 2 VERTICAL. ANCHOR/CLIP ANCHOR/CiJP� HORIZONTAL MULLION GLAZING " GLAZING GLAZING 11 �# J� PRODUCT PRODUCT �� GLAZING GLAZING $ PRODUCT' PRODUCT p r.HOR/rl H��Jj II VERT1^AI I a WIDTH (W) = WT + W2 WIDTH (W) - W! + W2 2 F 2 IYPI481-__LU_LL N AHKANQLM NI'S 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. 'ONTAL MULLION RECT ,-,UU4AR ALUlAINUM TUBE MULLIONS __ ,l_1$IN�„M�,iU IL ON PROPERTIES ONLY GENERAL NOTES: 3 I. THIS PRODUCE HAS SEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF DIE 20N nOMOA BIRLO!.YQ MO£ SIA COMON, INCLUOINO + H HIGH VELOCITY HURRICANE ZONE (HNHZ). 2. ALL CIAZLYC PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BLDD. CODE REQUIREMENTS LE: WIND LOAD. WATER INFILTRATION, FORCED EMHY NESISTANCE, SAFEGUARDS ETC. R O. MULUQNS ARE APPROVED -FOR IVPACT AND NON -IMPACT APPLICATIONS. INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. v 4. WOOD BUCKS I)1' OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. S. ANCHORS U. BE AS USTEO. SPACED AS SHOWN UN DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SIALL BE ONUMB WALL DRESSING OR STUCCO. 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ARE'NOT PART OF TKS APPROVAL. 7. A LOAD DURATION INCREASE :N ALLOWABLE STRESS IS USED RS DES" OF W000 ANCHORS ONLY. B. MATERIALS RICLUDINO BUT NOT UMITED TO STEEL OR METAL SCREWS. THAT COME INTO CONTACT'WHN OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIRFAAENTS OF THE 2014 FLORIDA SLOG. CODE - SECTION 20D364. MULT(QN._&_CUP_ Qla 1. FOR MULLIONS WITHOUT RE!NFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. ' • REFER TO SHEET 3 OF 10 FOR MAX, MULL DESICN PRESSURE CHARTS P. FOR MULLIONS WITH STEEL REINFORCEMENT REFER 10 SHEET A OF 16 FOR DETAILS AND NOTES. _ • REFER TO SF.'EET 5 Or TO FOR MAX, MULL DESIGN PRESSURE. CHARTS 3. 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T D M Il ION I'll -TB 4O6J_w ' 1-19.648 in 1, 7.649 in: T;T.IP T.V-RGTH Sxx: 6.549 ink Sxx: 3.825 in! — RUCTIONS, USE CNARTS ANG GRAPHS AS EOIURIS. 1.688' '2.6BB' STEP 1 0__TETG NE DESIGN LONG REQUIRED FOR PARRCUTAa Oltx . STEP 2 WE APPROVED CVZIN0 PRODUCTS NFLJNO ABOVE LOAo no EMF11T5. STEP 3 USE CONNECTION TO UU10N AS PER PROWCF APPROVAL STEP 'i sr m YAaMUN BIDN 6PADNG. USwO CIWIR ON s m, s Or 10 swc, MULLION SIZE DESIGN RMG NOW TIM DESIGN I.OIO SPEGGeo STEP lq Sip V NONE. 3.68B" 3.688• 5,688• IGL£S ARE iD FlT LIONS. :E NOT FIT SNUG SEE UPi IO.WL IISNC ANCNM TMES ON SHEET 6 THRU 9 14D ANCHOR CIUATS �P 6ON SNEET 9• ECLE T NICHAR ME PITH DESIGN RAMC HEEF 9 OF 10. Now THAN TNF DESIGN MOWS S wm N STEP T mom b9a nn y iw 2bl� JDw _L o cos a z �•- a o I x 3 Flab ,'TD. ruBE ULII LION 1 x 3 4 Dos] -re CUSTOM MULLION fi06]-Tfi Ixx; 2.16B i 4 fxx; 2.21E in!~®" jj�.. 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' 89.9 150.0 D 24 64.5 140.1 150.0 150.0 24 19.1. 416b 67.6 t50.0 30 61.6 112.1 150.0 150.0 30 15.3 39.2 54,0 138.6. E7 36 38.9 93.4 150.0 150.0 36 27.7 45.0 42 36.9 80.1 130.1 160.0 42 - 23.7 38.5 99.0 W41 86" 32A 70.1 113,8 150.0 I 48 144" 20.8 33.7 86.6 26.7 . 62.3 101.2 150.0 54 18.6 30.0 77.0 25.8 66.1 91.7 150.0. 80 16.6 27.0 69,3 F 23.6 51.0 82.8 150.0 66 - ib.f 24.5 63.0 21'.5 48.7 75.9 150.0 72 67.8 0 19.8 .1 70.0 20.8 6 .3 G 80.4 131.2 150.0 f60.0 18 22.E 49 0 79.6 l60.0 46.3 08.4 150.0 150.0 24 16.9 36.7 b9.7 150.0 36.3 78.7 127.9 150.0 30 28.4 47. 122.8 n 38 30.2 05.6 106,6 150,0 36 - 24.5 39.8 102.2 42 25.9 56.2 91.4 150.0 42 - 21.0 34.1' 87.E c a 48 108" 22.7 49.2 79.9 150 0 48 160" 18.4 20.8 76,E $ $I m 54 20.1 43,7 71.1 160.0 64 18.3 20.6 88.i gt 60 18.1 39.4 84,0 150.0 60 - 23.9 81.3 £ 5 65 16.5 35.E 50.1 147.0 88 8 ; 72 16.153.3 134.8 72 19.8 51.1 ° - ._� 8 -.._ -__30 ,3 .__--49,2 124.4 70 18.4 47.2- NO412GNrel UULtqu -� '.11 il' f fif; • BUIlAN MOTES TO HE INSGIIBW = N9CC SECr.WGUM SM1W'E I";•. •.�f GUlDNG GLAZING 4 a NOTE: I'RODUCTREVMED 'o r4cWcr vRaoucr MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED awmm g1�e anrhe Fk.M, {';N ]' VERTICALLY OR HORIZONTALLY. +1Ryn"nmw7i• 4Z.13?.!`1 anLNa GUDNG INTERPOLATION BETWEEN WIDTHS ALLOWED nvj!1•a -�-11 4R000Gr P4UWCt � - � __ gg WIOIH W W1 +w' !•Q1 oadeFra4gn. E :" Itw, _II 1-- MULLION $PAN 2 - Width w _ MULL SPAN 1X3 1X4 2X4 2X8 20 38. 318" 160.D 160.0 160.0 150.0 150.0 150.0 150.0 150.0 30 36 150.0 160.0 150 0 150.0 150.0 150.0 160.0 150.0 42 48 150.0 160.0 1 0.0 150.0 6 0 50 0 50 0 160.0 64 0 1b0.0 16 ,0 160.0 160.D 150.0 150.0 150.0 160,0 66 72 150.0 150.0 150.0 160.0 150.D 150.0 150.0 150.0 78 150.0 150.0 150.0 150.0 18 24 60SB" 150.0 150.0 160.0 ifi0.0 150.0 150.0 150.0 150.0 30 38 160.0 1 0.0 15D_0 ' 160.0 150.0 150.0 150,0� 150.0 42 48 160.0 150.0 15D.0 150.0 150.0 180.0 150.0 160.0 54 80 150.0 150.0 150.0 160.0 150.0 160.0 150.0 88 72 147.7 150.0 ib0.0 150.0 135 3 750.0 150.0 150.0 B 124.9 150,0 150.0 160.0 18 24 67" 150.0 150.0 .760.0 150.0 160 0 160.0 150.0 150. 3D 38 160.0 1S0 0 150.0 160.0 750.0� 150.0 150.0 760.0 42 48 750.0 15 .0 150.0 150.D 50 160.0 Iwo 160.0 64 80 137.0 150.0 150.0 15D.0 1233 15 .0' 750.0 t50.D 88 '72 11 1 150.0 15D.0 150.0 102.8 160:U 160.U. 15 U.0 78 94, i60.0 160.0 150.0 18 24 63" 160.0 i6U_0 160.0 160.0 150.0 _ 150.0 __ 150.0 150.0 30 36 150.0 160.0 160.0 150.0 150.0 150.0 160.0 i60.D 42 48 730.5 150.0 150.0 150.0 114.2 15D 0 150.0 150.0 64 GO 101.5 150.0 160.0 150.0 91,3 150.0 15D.0 150.0 86 i2 • T8 63.0 150.0 160.0 150.0 7d.1 142.4 1SU.0 16U.0 70.2 131.4 160.0 150.0 1 1 4- MIN. S/ID' IN / 1-1/2' MN. W000 PENCO DGE DIST 2 DER cuD (1 oN EAFI I r I I wood BUCK 1 I _I 3/4" MIDI. EDGE DIST. - \z 1 1 �/16' TM[ONS MIN. EDGE DIST. 1-1/2' MIN. Moo MIST DW. 2-3/16' CONCRETE OR 1 PER ArICLE 4' OLLOW BL CK S/IS' rMroNs S/16" rnncoxs 1-3/•' y. [MBPD MIO u,�50NRY- i-]/1' MN. EMBED INTO NASONM'T 3/4 PER. (2 ON E" V3 ) 2 PEA MOLE 1 111IN 1 1 MIOO BUIX 2 0 JIM 2 X 2X""--""-- ALVu MOO ALL CUPS AND ANGLES TO FT SNUG 4VOMME 44CIIOR L=1171 :DTfO TUBE MULLIONS. TAPCONS MAY BE HEX OR MT HrAD. ANCHORS 'VPE 'A' — --2 ANCHORS INTO WOOD 5/16' TMOONB 1 1/4' MIN. 1-1/Y xN. WOOD FENOOAPOx- 1-1/T ldN, E E DI • aw cuP (2 DN ucN rrnc) 1 .ems UMATMO CJP MOOD 2 BY I ANCHORS T PY E H 4 ANCHORS INTO WOOD MIN. li iI ii i m I /2i x 21 I ___....________ I NDOD BUCK t '11 :.�1% M1OAN1f. CUG u u - I 1 41 I I A_NQHQRS TYPE,_I�' (INTO BLOCK ANCHORS TYPE 'G' (INI'0 CONCRETE,] nLl CLIP$ ANO ANGLES i0 Fli SNUG 4 ANCHORS THRU IX BUCK IVIO TUBE MULLIONS. INTO CONCRETE OR BLOCK TAPCONS MAY 9E HEX OR MT HEAD. 1"x4' & 2,n4' MOLL' MIN. EDGE D.'ST. 2-3/16- CONCRETE OR 4" HOLLOW B_ IOGK 5/16' _caNs S/16' M coNs —� 1-3/<• yW. EUBED INTO MASONM 1-3/1" M.N. EMBED INIU MSONM^ 2 DER CEO (1 ON [ACM MNo) 1 PER ANCIE ji lBY a-� 1 11 l.2 X '2 X 1/O" "-`--� WOOD BUCK 1X M1OAONO Clro 1 I 1 I I HUM M ME --- u 1 I li i I �VT ANCHORS TYPE 'C' (INTO 8 QCK) �ztlj ANCHORS TYPE T' (!NTO CONCRETE) 2 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 9t90� 5/16• TaIT.ON9 ' MIN. EDGE DIST.-1-J/4' LAM. ENDED INTO MASONRY MIN. EDGE. OIST. hx y 2-3 G"GR E.T:j OR a PDT CLIP (I ON EACH MG) 6/I6' TAMONS 2-3/ V_G@NGRfPTE OR 5/16' TMCONS 5/10• rAPI.'DNS C 1-J/a• YN. ENOCD 1.0 MASONRY I-]f.' MIN. FMDFA IMO MASONRY I••J/e NM. EMBED NTO NASONRY q 4" IOLlOW BL CK 4' HOLLOW OLD K r3 I 4• I PER ANOLE A PER CUP ('t ON FAw NHG) a r4R ANCLE m ". h . • I •I .d I • i' �.: ,MIN ' . y'•'' �,� :� � ' � z , I•J.• o ie .� 'y N I .I I• Lf •I x_. n {I ii ii ii {I ii it ooz i. o 11 II CO.NCREIE OR I I { I� L_ I xq I I CONCREIF OR l i I m S n 7L S CONCRETE OA CEMENT OLOCN II it LZ % ] % 1/a• .T. • L J CEYLM KOOK 11 11 FF•• �. .� , CEUEW 8.'OCK I 11 DLDN AN 6Y.i. I I I I 7 % i % 18- I 1 I I PEDALING 0.1P D \ 1 noATwo c { i Du7q q�q uuLt- 3 1 4" I x Ltd- • IN. ANCHORS TYPE 'C' INTO BLOCK ANCHORS 1)2PE- ,O__QNTO BLOCK ) c i C I a ANCHORS TYPE •F' PINTO_-CONCRET� yCH AtORS TYPE 'G' (INTO CONCRETE � c i 11 i 2 ANCHORS INTO CONCRETE OR CEMENT ULOCK 4 ANCHORS INrO CONCRETE OR CEMENT BLOCK I j • T €.1'%4' & 2"%A' MULL u 1 j AAcHOA E NULL I MKHOR LOCATpN Z I T- Y01 I 1 I I I I I i r-. CONCRRE OR •- N - a n EM BLOCK 1 a a a 4 I� t-J/o' uw. ENeEo . I n z I '• I• E a Nro uAsormr � I v x d ON z PFB CLP ., II EACN WHO) 5/16• TAPCONG A I y I--J/9• -A NOT IMO MASONRY ? { ZIPEfl SAW.IL 4 PER CUP (Z ON EACH WING) Ah LLCLIPS ANO ANGLES i0 F4 SNUG 51INiO NBE MULUONS. PIU)DI)Al NAY BE NE% ORHEAD.�•+a O] a..CLISRAN('LES CONNECTED DIRECTLY TO M/SONRY TO BE PROTECTED WITHALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE METRAfAYLATE IACOUTR. N. weto, 4pl[fe •Ld OITO YA6O\'RY - 1 PDI ANGLE :C A MIN. EDGE GIST. 5/18' TAPCON 11/4YMI. EUBEB I. MASONRY a PER CLIP (Z ON EACH wM0) CLIP LENGTH 61T1LL "L" 2 % 4 3.68fi' z x 6 5.6BB' MUII !/IG' fMO0N5 I �PER ION. mom Mro MASONRT rER cur (z cN EA011 wwc) ALL CUPS AND ANGLES TO FIT SNUG ANQHQRS TYPE 'E.' (IVTU BLOCK) ANCHpRS_TYpF_F:_(INTO f3L.00K) INTOTUBE HEX. BE TAPCONS MAY BE HEX OR FIAT HEAD ANCHORS-TY.)'.� 'H' II>TO CONCRiE) ANCHORS TYPE 'H' (INTO CONCRETE) 4 ANCHORS iHRU 1% BUCK CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CNCRETF. OR BLOCK ANCHORS INTO CONCRETE or BLOCK WITH'ALKAU-RESISTANT COATINGS, SUCH AS BITUMINGLIS PAINT OR I 2"xO` NULL SHOWI WATER -WHITE UETRACRYLATE LACQUER. 2'%6' MULL SHOWN rKODUCTRF.VISPO m comldSn+B e l F—. Ituildiny ♦•e. Aacpnm,e Noe a .I' h'.gdelim Oeie 8e. fiY'/1/i3�!/r MIN. EDGE DIST. 5/15'rw—s /I6" CONCRETE OR .Y. ENaEn 1N10 wsO w 3-3/4' HOLLOW BLOCK • TOTAL (2 ON EACH "G)--. MIN. i 2 -7/18• MIN. ; 2.. a 2.6 uYl 11 i t 2 A 2 x. 1p1- L____---_.,.. 1 1 i LJ L'J 1 1 ALLY ANQ.[ CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO HE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BFTUMINOUS PAINT OR WATER-WKITE METHACRYLATE LACQUER. M'N. EDGE DIST. 2-3/I6' CONCRETE OR LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULUONS. 5/tv TAPCONS 1-3/s• MN. EMBED IWO LNSONRT • PER ANi 2 PER nNCLE x x2. • • _ ALOU nNOL I: .•' I• n ff o on i 1 CTIONq�ANCHOR DETAIL MIN. ANCHORS INTO CONCRETE OR CEMENT B10 1 % 2 1 1..688' % 1 O 2.688• 1 % a 60B• z x a 3.608' 9 / 1♦ S.Y.S. 2/ CH4.a F1UOE UtnUON lu r,11. SMs.� 2/ EOt • 1/5' 1KCK KW CHNiNEL TUBE um— /1♦ TK 5M5 2 PER CUP• ACCESS IOIE 1-1/2. O.C. MN. II1 -- -- I 1 I TM5 sCRM CAN tlL 1 T MSTAU,ED IN EWERI /12 EN SUS U,` I I cv oHET:ntn+ W 85 I V QC. U.. I 1 T4/e• z V x 1/B• (rOR 2UY TUBE) 3/4' Y 2• x 1/p• FQn (IBY'NBE) Y ANGLE W TO FIT SNUG MS9E TUW.. • ANCHORS TYP�'I' METAL TO METAL CONNECTION pItE USE CNARTS FOR ANCHOR TYPE Y TO VERIFY CAPACITY OF CON)NOECCIWNN "SW ,. wlWalrimlbeFlutNR wal„ccox AearlMse NO AL1. CLIPS AND ANGLES TO fl7 SNUG •Ngnrelim lbta a INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. OS MI Opb�RVAtcI '� fCf.yU