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NOA; Series 170 & 180 Steel Sectional Garage Door up to 16' Wide
E COPY REVIEWED FOR APPROVED CODE COMPLIANCE MIAM5DADE k`PRCVED AS CORREqffewl'-DADE COUNTY REV::'_=A � �1 SND RESU Wil m LUCIE CQMK NONTROL SECTION N0*11'APPP OVED D 011Y FOR CO'l-flOWARROG GIE DE;1c: om 208 DEPARTMENT OF REGULATORY FOIRMATIO�! BOARD AND CODE ADM INISTRATtONVIDI.VVISMIN. TXIEH 00!1,`Q1AGT0R IS 315-2599 SITE FOR IWO NOTICE OF ACCEPTANCE Rvl my fz-3, ECXJEMCESAND PPOCEDU!,IESOFCOj\'STRUCI-ION;AiqD FOR Overhead Door Corporation CUAARDiNATIO11 OF THE WORK OF ALL TRADES. 2501 South State Highway 121, Suite po to A Ai BY Lewisville, TX 75067 i "d', 1. F% U, V7457 SCOPE: 12,-,9F�.NEVdPORTGENI'P_riL)RIVE#107DEE,RFIELDtf",�-HIF RIDA33462 �n This NOA is being issued under the applicable rules and regulations governing the use 0 co uction 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 falls 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 170/ 180 Steel Sectional Garage Door up to 16'-0" Wide with Optional EPS — nsulation and Impact Resist -ant Glazing kPPROVAL DOCUMENT: Drawing No. 411056, titled "Series 170, 18OWL, WS9, 16' Max. Wide", heets I through 3 of 3. dated 07/15/2011, with revision D, dated 08/10/2016, prepared by Overhead Door E, orporation, dated 03/29/2018, signed and sealed by Dwayne J. Kornish, P.E., bearing the Miami -Dade ' ounty Product Control revision stamp with the NOA number and expiration date by the Miami -Dade .-Tounty Product Control Section. -JI IISSILE IMPACT RATING: Large & Small Missile Impact Resistant UIABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/ .3*ries number, the positive and negative design pressure rating, indicate impact rated if applicable, 1-a stallation instruction drawing reference number, approval number (NOA), the applicable test standards, n id the statement reading 'Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 NOA # 16-0617.07 and consists of this page 1, evidence pages 13-1, E-2 and E-3 ), as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 18-0418.10 Expiration Date: September 8, 2021 Approval Date: June 14, 2018 Page 1 Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS "Submitted under NOA # 16-0617.07" 1. Drawing No. 411056, titled "Series 170, 180WL, WS9, 16' Max. Wide", sheets 1 through 3 of 3, dated 07/15/2011, with revision P3 11/14/2014, prepared by Overhead Door Corporation, signed and sealed by Dwayne J. Kornish, P.E. B. TESTS "Submitted under NOA # 11-0211.05" 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading Test, per FBC, TAS 203-94, along with marked -up drawings of a 16'x 7' Model 8024/8124 Galvanized Steel Sectional Door System, prepared by Certified Testing Laboratories, Inc., Test Report No. CTLA 2047W-2, dated 05/17/2007, signed and sealed by Ramesh Patel, P.E. 2. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading Test, per FBC, TAS 203-94, along with marked -up drawings of a 16'x 7' Model 8024/8124 Galvanized Steel Sectional Door System with Impact Resistant Glazing, prepared by Certified Testing Laboratories, Inc., Test Report No. CTLA 2049W-1, dated 11/09/2007, signed and sealed by Ramesh Patel, P.E. 3. Test report on Forced Entry Resistance per FBC, TAS 202-94 of a 16'x7' Series 180 Sectional Residential Steel Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1016, dated 05/26/2001, signed and sealed Arshad Viqar, P.E. 4. Test report on Tensile Test, per ASTM E8 on embossed steel, prepared by Certified Testing Laboratories, Inc., Report No. CTLA 1672W, dated 05/22/2007, signed and sealed by Ramesh Patel, P.E. 5. Test report on salt spray exposure, per ASTM B 117 on G30, G40 and G90 coupons, prepared by Environmental Testing Laboratory, Inc, Report No. 9100550287, dated 03/13/2006, signed by Brady Richard. C. CALCULATIONS "Submdtted under NOA # 11-0211.05" 1. Anchor calculations and commercial track design verification prepared by Overhead Door Engineering, dated 02/08/2011, signed and sealed by LeRoy Krupke, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No: 18-0418.10 Expiration Date: September 8, 2021 Approval Date: June 14, 2018 E-1 Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS "Submitted underNOA # 16-0617.07" 1. Test report on Self Ignition Temperature per ASTM D1929 of EPS foam plastic, prepared by Omega Point Laboratories, dated 05/17/1991, signed by William E. Fitch, P.E. 2. Test report on Surface Burning Characteristics (Flame Spread and Smoke Density Index) per ASTM E84 of EPS foam plastic, prepared by Omega Point Laboratories, dated 07/30/2001. signed by William E. Fitch, P.E. 3. Notice of Acceptance No. 12-0605.05, issued to Bayer MaterialScienee LLC, for their Makrolon Polycarbonate Sheets, approved on 12/06/2012 and expiring on 08/27/2017. E. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) F. STATEMENTS ."Submitted under NOA # 14-0825.07" 1. Statement letter of code conformance to 2010 and 51h edition (2014) FBC issued by Overhead Door Corporation, dated 11/14/2014, signed and sealed by Mark A. Sawicki, P.E. "Submitted under NOA # 11-0211.05" 2. No financial interest letter issued by Overhead Door Corporation, dated 08/08/2011, signed and sealed by LeRoy Krupke, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No: 18-0418.10 Expiration Date: September 8, 2021 Approval Date: June 14, 2018 E-2 Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 411056, titled "Series 170, 18MVL, WS9, 16' Max. Wide", sheets 1 through 3 of 3, dated 07/15/2011, with revision D dated 08/10/2016, prepared by Overhead Door Corporation, dated 03/29/2018, signed and sealed by Dwayne J. Komish, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1219.02 issued to Covestro, LLC for its Makrolon Polycarbonate Sheets, approved on 03/22/2018 and expiring on 08/27/2022. F. STATEMENTS 1. Statement letter of code conformance to the 681 edition (2017) FBC, issued by Overhead Door Corporation. dated 03/29/2018, signed and sealed by Dwayne J. Kornish P.E. ve lid , = Carlos M. Utrera, P.E. Product Control Examiner NOA No: 18-0418.10 Expiration Date: September 8, 2021 Approval Date: June 14, 2018 E-3 n C 3 A 8 I 7 6 NOTES 13 CA NEAOVATE TS AAM 1. IMPACT RESSSTANT GLAM3 SYSTEM MAY BE INSTAL= N TO? OR INTERMEDIATE SECTION (OATH 13 CA HOW ANGLE -` OR 1MTHGUT GFCORA-,VE INSERTSR AAIl\C SMALL BE 1/4' MANROLOV-AR POLYCARBCNATE CR EON& (v""ADE APPROVED). M.AAMUU. GLA21A0 D'EHMONS :HALL BE IR55' . 1726'. SCE OETAr, E OV SREET 2 FOR ASSEMBLY DETAILS. 15 CA MN HOR12 2 VJ71T, GA WOOD DOOR STOP "LED A VAICMLW OF TRACT B' GC. MUST OVERLAP TCP AND BOTH S.NDS OF 5/16.7-5/8' PONDS WrULM 7/IC YO MEET NEGATIVE LAC SCREW (uN 4 PRESS ES. AS SNO'AN) 3 KEY LOOK. S'JDE LCCKS. OR O LRKTOR REOJTZD. 15 6A MN VERT � 4. SECTION STEEL TO HAVE A MINIMUM 24 CA :RACK TYICtNESS WIN A u;NIMJM C40 COARNG AND A AUVMUM YIELD STRENGTH OF 316 KSL r, THE DESIGN Or T±1C SUPPORTING STRUCTURAL ELEMENTS SHA.L BE T E RESPCNSMIJTY OF TYE PPOFESSI,ONA. OF RECORD FOR THE I7JCCN6 OR 1/4-20.91'.V TRACK STRUCTURE AND N Ar-'ORDANCE %T4 CURRENT BP.: AVM 1/4-20 HEAL BJYDING CODES rOR THE LOADS U57ED ON THIS N.T AT EACH .S-US GRAMG. ^ S. W900 SUBSTRA,a FOR DacA . B IS 70 DE /°'\ JAMB BRO.NET LCCADON LLNNUM 2.5 NO. 3 SOUTHERN PINE. REFER :O SNEET 3 FOR ATTAClNi:NT 70 SUPPORTING SIRUCTJRE. FOR g/t6a7-0/8' LAG NOT MOUNTING OF JMND BRACKETS TO OTHER S+'SSTRATES. S E JAMS DE--TA'L SAET 2. FOR SCREW A7 EACH CREW RACKET MOUNTING OF CCN. WJS WA'J. AN. -LE, SEE CONIDICJS WALL AAGLE DETAIL SHEET 3. 7. FOR LOW •4EAD ROOM WI CONDITIONS. TOP e3ACKET SNALL BE A :3 GA L�-R 7/4 TOP BRACKET g GA GA STIACKETS'1'ENEJ WIN A MINIMUM OF (3) 1/A-:A.7/6' SELF DRUNG CRWPTITE SCREWS INULM OF THE BRSN OYNI , �MABACKET BR ON THIS ORAWMC. U-BAR ON TOP SECTION !MA_ BE NS:A'.LED ON TOP Of LHR TOP BRACKETS. SEC s:rimu:E FOR O'JAWT.. LOCADOV, AND TYPE R. LOUVERS MAY BE C:STALLm CN THE DOOR IF THE 70TAL AREA OF 7HE LOUVER 000 NOT EXCEED RC KEY LOOK OR SJCE LOCK-� SQUARE NY7:ES. EAO4 EVD (NOT RMAED WIN CP-RATCP. - SEE 9. DOORS WTTH DR'.^ORATIVE OVERLAY ARE LM.TED TO NOTE A SUDC LOCK A MAX SIZE OF 12' WOE BY S' trCH FOR THS OP7'ON SHOWN FOR CLAR;TY CODE. 10. IN ' -EM OF THE S•FR7 PANEL EMBOSSMENT SNOAV, LONG PANEL EEBOS4LNT OR NO EUDOSSUM, MAY BE USED Q NO-- (4) SECTION SOLD '^ V. TT,S LA.RAGE DOOR NAS NOT BEEN TESTED FOR '.•` DOOR 51- M SEE SA1.1 2 FOR U-BAR LOCATIONS ON AR D+FTLTRARON. DOORS WITH OTHER SECrCM QUANTITIES AND SEE NOTE 1 THIS SHEET FOR CLA2140 OPTIONS. SUaERI!vPCS=D DESIGN ?RESSURE I LOADS ON SU??OR iihG STRI CTURE DOOR DOCK UNFORM IDAD EACH :JAMS (PLF) L4071, I+DGHT 1O'-BI A3. T2311,0 -26D.D _ fY-Or ALL .276.0/-312.0 14'-D < A71 •*3TZ0 -36s.0 15--D' ALL I -190.0 IG'-0'f AIJ. +3SB.G/-4T9.0 AP21ROVED DESIGNS DESIGN CONDaV ± I (EM90SS1LCNy _ 1 T73 i SeMT PANEL 174 LONG PANEL t7e L Snc AN 183 SHORT PANEL- INSULATED 784 LONG PANEL- t�H�,.,RAP:D •�) . /\ ) TB ;+S .0K A' 1- 4P ICE '.5:1CA7F.0 •� ! �\ • NSLANTIM% IS EXPANDED POLYSTTRENE IN Cmt'ALIANCE MTH CWTER 26 OF THE rBD.� 8 1 7 5 1 4 1 3 (,J3 UNy FOLLOWING D'.IAENMW DENDTES SLOT .D JAMB BRACKET ATTACHED10 TRACK W.TF. !14-20V9/16' TRACK BOLT A40 NUT AS SNOWA ABOVE. ALL COOKS GREATER THAN 0' N YEICA±7 OR Wi:K OCCORATM OVERLAY RECILM USE OF CONTINUOUS WALL ANO-' E. SEE SKEET 3 FOR DETAILSZL SERIFS 1 73— 176, 183— , 86 ...T 1 ST_ATIC PRF%. RE RATINGS AP�RC D S7E5 - — iMAX 1 M31H: 6' TAVW DESIGN PRESSMRa(P5 4Bf-52 •--------i ;MAX N/A �_.!i LL'AY 351 4.0.Y -AW YJWJERS; t 35 IMPACT/CYCLIC RATED: Y_S (HfAi2) ;MAX SECTION H_ICNT• 27 T31 TR •�' �- a, , A 1 M7M I •...�v m• Q'iR .•03 • /-DG] .YX A. . TFIt A W .GIO FkH � pkG L DY i t A 1!t6 AN'E'.. L S 6 5 3 2 i R•V40Y5 t .rou - F P R r+n tWJE W: PRODUCT REVISED as complying with the Florida BMitding Code NOA-No. 18-0418.10 Expiration , to 09108/2021 gy Miami- ado Produet Control Z'v A *1045 �0 1 844 OP S O$1�A �D'WAYNE J. KORNISIt FE 2S01 S, STA'F. Khy f71, SLRE 200 I.EWLSVLtL TX 75067 FL PE 77945& u. ;,AWrID 11/17/sD S1?RES 00 S80W. WS9, 16 T(ATI %IzE c: n; RAH 7:ts1±1 = D-411056 VANE 2 Li 3 A Im C u 3 1 7 Ty NOTES 13 CA R0._ER SLIDE A7TACHEO TD BRACKET Y47 . I S Va BOLT SUi N tN CENTER ^a.OT AND /a�TD<0/76' / TRACK BOLT & -/4-20 HEX NUT iHRDLCH ANY TWO ALM41G HO•S'S-- (2) 13 CA COYYEA.^•AL 'A' FRAME TOP RRACSE7S EACH t ~ ATTACHED M,1H ( 1J<-140 8' SELF OIILUNC CfiVTI'E SCR_ AM (2) i/4-14 7 a. FT C SELF T1RRuN0 rJl XIE SCREWS .DI —TA 5—A (1N'SkIE OF EACH !,NMDE END HsNGE)— 2' STEEL RO1ER WTH B' ORADE ,d •144 OR MMMAEENT STEM M 7/15" PUSHHUT AT EACH ROLLER/ 9• LOCARON. ./4' MAX BETWMN t PUCHNUT AN BRACKET OR ' NGE- .t (2) 14 CA ME BODY END MUCES EACH ATTACIIED KTH ' (4) 14rN $ELF DRiI•JNC CI0t,1Dn7E SCREWS rw IJ, i1Trg$S(GE CINp4rtIAP1F f�yy [M 2YK _ _ OIM IAY.K (S) SECTION DODRS NTH (is) 3' 18 CA 60 vB U-BARS oil LOCATED AS SHOWN �r 14•2* 8 Ts•^—J SSECTION (!4) 3 '7) B LOCATED AS SNOW 12T 1 (6) SECro% DJL95 N, (12) Y 1B CA BC XS: a -BARS 1 ) r LOG EO A5 SHJ W L j t0Y (5) SECVOH DOORS WITH • - } - (10) 3. 15 CA 80 KS' U-BARS �' �• 1 LOCATED AS SHOM 14 CA HIDE MDV ba 1YTERME01AW "Gl-_ ATTAC-IED MTh (4) r14-1447/S' SELF DR:LUNO CR!.NPnTE "'ALL NON-STfulCluflAL SCREWS— (16) qBd/4' E (4) SCCRCN OORTS WTH STAQrLCSS SGRENS N:le (8) r 1B W 00 Kv U-BMS �DECORAME 00TER NNDOY RUBBERR WAVERS TRM LDCA:ED AS SHOWN 12 CA EX'EA'SON BRACKET •'' _ 1/4' POYCARSD ,47E ATTAQ�D NTH (3) /4-14.7/8' 1/a' BEAD CE SEt ORCL43 CR%L;& SCREWS U'TRACIA2E (2 7HRDUCx STRUT AND 11RACKETj S..C4IXi0AC I �• ATTAC4 U-BAR Wrd STRUCRrYJd \, ) 1/4-1Ad/8' SELF fe OA BO7TOK B-RACxE7 EEALAVT OR l ry lU.;NG eRluPl;'E sCKEvtS Al7ACRED WITH (2) ,. ETAI.YALENT AT TAt" STILE LOCN7,�Ov, TYP 1c' i/d-14A7/S' Q'Lr DRtL;NC 1 { CRIMP^:lE SCREWS 7HRTr1CH �.,� STRUT AM BOTTOM BRACKET PACER ST*_EL // 2 3/4' A" (1) 1/A-14.S/8' SELF • \ ` ) f I // / V. E7, 4 �t5� ORKt::NG SCREW - • / OP71DNA1. 1 �% KON-$TRUCTJAAL LL..---�� J DE TAIL 0 DECORATM INNER YANDDW IRAs - 1-5/r THK POLYSTYRENE IvSULA HIPS BACKER A 2{GR E% .It E. HPn.•1i CJ7A,wAY FOP tBD SERFS 8 7 I 3/B' S7M?S0H S'EN HD, 2-3/4' MIN EKa[D INlO TBv FOR EACYJ00 H ,MMa PS{ CONGtETE BRACKET tCCAF.O IAMB eHACKE, TRACK B'AT A`U IJ4-20 HEX NU, IRACK 9^jERE'1r A1rwNTNG x1A`• c.� R:T RAn OS-T Dv 5 4 PRODUCT REVISED as comply )ng aIdth the Florida Building Code NOA-No. 18-0418.10 j! E.Plrat(on ftto 09MO12021 i M(ami- nde ro'-duCTColNrol e L+y11111/rE.lTj j ` V :'•�tCEM : ND. 5 ;1 OF p N N DWAYNE J. KORN1511, PE 2501 4. STATE HNY 121, :LIRE 200 L•,X!SU(LLE, 7X 7=7 FL -E 77945 n. SERE 170, 16ML W/A �� u. $ANcq 71/30/10 x T uN- or . 09. 15' ILA7f WIDE xX .i bT tGAy1pE GFMERaT 7115/11 .1w : aro Nvne D 4) l 056 Avow : s TiMA1 F dCAR; 7/15/17 1 C 9 A 4 8 7 6 5 4 3 2 p hcrE3 j 1lAY SPACR+C O: ANCHORS al'R JANB (tN) '3 OA MIN TRACK 13J8• SMPSCN T%EN 3J8" SMO5 TTEN CONDNUOJS in SCREW "C"OR 0 ND SCREW ANQiGR TO S/B' Y 3 LWOi .ICE PLATE WAIL ANG:.E MINIMUM 20M PS; U N.MUM 2MD PSI LAG SCREW V - 'SEE iE ' (SEE fiE 2 LD 5� NOTE S ;SEE NOTE 1 OGOIY) (SEE ND� 2 BELDW) , .4. ! ,• w .� �3) 114--20 TRACx MAX CL� CARRa. BOLT WTH 1/4•-20 NUT 1. BASED ON 3/9" SIMPSON TITEN HEAVY OJT'Y SCREW ANCHUR WIN A t- O.D. WASHER I470 CONCRETE WTH A MP.IUUM EMBEDMENT DEPTr. 07 2-3/0 AND A YLNIMUV ECCE: DISTANCE OF 2-31e. 2. BASED ON 3/B" SAFPSOA R7EN HEAV DLRY SCREW AN^-HOR WIRI A 1' O.B. WAStER INTO ROJT %BLED CUU WTN B.I., 31 gin„ A Wi :M:u EMBEDMENT DEEP 2-3/4', A wNtI1WM EYE Cf51ANC£ 0: A', AND A LBh'WY END DISTANCE Of .�. CONCRETE MAGGNRY .IN S SHALL COI.TORM TD A5. C40 AND CRDlIT SHALL CONFORM TO ASTM C476. -�— 3. BASED ON 3/a. OIAMETTR A 3' LO!X LAC SCREWS D6TH t• O.D. WASHERS WIN A 1-9/32• THREAD PENETRATION 12, 45W lNiO SEASONEO DRY WOOD SUPPCRTN4 STRUCTURE. MAX0.26• Ip - MIN H CA CLIP 4 PROM OUANTIYY OF SCREW AVCNGRS OR LAG SC gS AS RFOUIRED TO MAINTAIN MAMMUM SPAQNG AS SHDWN ;N TABLE WTTi A FANULM OF IHHEE (3) $.•RrFr ANCHORS CR LA0 SCREWS PER JAMB. SCREW ANCHORS OR LAG SCREWS AT TOP AND BOTTOM OF JAMB SHAM BE PLACED A MAXUI;M Of 6- FROM IHE END OF 1HE IAMB. tY CJP D£TAtL ` ' B. 'OAD PER JAMB CALCU_ATED 'O'BE A MAYVUU OF-207.0/-234.0 CBS PER FDOT. C MAIL i iw5 SHFEl CAM 'N -01 1/4'-2O TRACK 6 CHART INCLUCES A SACETY FACTOR OF 4. '3 A ` W CAARIAfd BOLT 7 COOR JAMB 10 BEo riTMLIM 2.51A, 3 SOUTHON PINE LUMBER (") MOUNTED DIRECTLY TO T FFWtT SPWCiRE. CGNTAIOL3 n TT 1 J4•-7d NUr B. DEVON T+fE S''. PORT SIRUC7LStE 5HAl: BE THE SOLE RESPOMSIBGITY OF THE BUT DPiL DESIGNER A%D .riwL BE t2- • i WaL• ANDS - . !�-.. - TRACx o-S1y:E0 TOR LIE LDAOS us'ED 1N hror s. 9 SCREW A•SNDRS OR LAG SCRLiS SHAtI. BE 1 >TSTALL9 PER MANUFAONRFR'S WRITTEN Di57RUCP.ONS 1 VraDNG DETAIL 2 J/a• i `+ t vtN EDGE DIST LAC SCREW 2 3 a' 31- ICN 2 // A 6 LUMDER A7 • _ EACH ROLE LOCATION ECO EACH 2 E DIST WAX TIUCx _ .. __..� -� • r MA). Cups Td BE F.T." 3/B• SawSCN '11FA jI i BATED LR WI LOUD. SEE N0, 2-3/4- MN 1 DETAILS INS PACE. EMBED INTO IDN i CCNT.hCO:15 WALL ANGLE 79M PSt CONCRETE I 1/4-20.5/t0' TRACK BGLT FOR FACH HOLE AND 1/4-20 NEY NUT LOCAD3.N 1RAC5 CUP OCON T INOUS WALL ANG►__P. Dr TAILS Um ©M v D' MAX WDTH - I \Tl ufuvt A t. E/- f sf N/A �Ci°•` --�°yl• t c Aow.. I. OM4 =LOG a.W�/-.MIS Jv a .y OF _ MIN" E r< NSF D6 OSm 1B1 �- av A 1/te =,Es: A .Y 0 EA"N NCFR_' 8 7 6 5 4 3 E lld -!c PRODUCT REVISED as comply17 with the Florida Building Code Non -No. 18-0418.10 Expiration DBto 09f08t202T MFami-0�o Piodoct C�ontro7- ``All1 117JJ/ Q�.• L(GENy� DWAYNE J. + DRA.SH, PE 2501 S. STALE KWY 121, SUTE 200 LEW RJLLL•EE,7 ea 5007 A avcXf rt/3D/to �SE117s 001 1608L NERAN 0-411056 IDND