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Home My WebLink AboutNOA Steel Sectional Garage DoorMIAMI•DADE es e;n 221p? 1�IIANII-DADECOUNTY 9 t 4 V,0. p 1 PRODUCT CONTROL SECTION CII& nee 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (REW df Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy DAB Door Company, Inc. 12195 NW 981h Avenue Hialeah Gardens, FL 33018 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 otherareas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid afterthe 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 m a nufacturer 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: Hurricane Master® Model 824/811 Steel Sectional Garage Door 16ft-2in Wide with Window Lite Option (DP +36.0, —44.0 PSI) APPROVAL DOCUMENT: Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002, with revision M dated 07/20/2020, sheets 1 through 5 of 5, prepared by Al -Faro oq Corporation, signed and sealed by Jalal Farooq, 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: A permanent label with the manufacturer's name or logo, manufacturing address, model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and 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 affectingthe 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 ofNOA. 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 atthe job site at the request of theBuilding Official. This NOA revises NOA # 20-0107.06 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 Carlos M. Utrera, P.E. NOA-No. 20-0901.25 C-DADECOUNTY Expiration Date: July 21, 2025 Approval Date: December 03, 2020 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS "Submitted under NOA #17-1018.12" 1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002, with last revision K dated 03/09/2015, sheets 1 through 5 of 5, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA #11-0414.12" 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test p er FB C, TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane Engineering& Testing Inc., ReportNo. HETI 07-4200, dated05/02/2007, signed and sealed by Candido F. Font, P.E. 2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by Hurricane Engineering& Testing Inc., Report No. HETI-11-3204, dated 0 1/20/2011, signed and sealed by Candido F. Font, P.E. 3. Test Report on Tensile Test perASTM E8-08 of"Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI-11-T100, dated 01/21/2011, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05-0228.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows", prepared by Hurricane Engineering & Testing Inc., Rep ort No. HETI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, P.E. 5. Test Report on Uniform Static Air Pressure Test, of"Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI 03-1329, dated 07/15/200 3, signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Report on Tensile Test perASTM E-8 of "Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI 03-T078, dated 10/31/2003, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA # 03-0210.04" 7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel p anels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA #14-0814.10" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 0 9/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 20-0901.25 Expiration Date: July 21, 2025 Approval Date: December 03, 2020 E - 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (cons) "Submitted under NOA # 11-0414.12" 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B. C 2007, dated 04/07/2011, signed and sealed by Javad Ahmad, P.E. 3. Anchor verification calculations prepared by Al-FaroogCorporation, complying with F.B.0 2607, dated 12/19/2008, signed and sealed by HumayounFarooq, P.E. "Submitted under NOA # 09-0128.02" D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0717.01, issuedto SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their Insulfoam - Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of AcceptanceNo.11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of AcceptanceNo.11-0926.06, issuedto Dyplast Products, LLC, for their Dyplast ISO-C1 Poly isocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No.10-1129.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA # 05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test p er ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material', prepared by Hurricane Engineering & Testing Inc., ReportNo. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test o f "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04- 761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS "SubmittedunderNOA#14-0814.10" 1. Statement letter of code conformance to the 51 edition (2014) FBC and no financial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 20-0901.25 Expiration Date: July 21, 2025 Approval Date: December 03, 2020 E-2 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. EVIDENCE SUBMITTED IN PREVIOUS NOA # 20-0107.06 A. DRAWINGS "Submitted under NOA #17-1018.12" 1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002, with revision L dated 10/03/2017, sheets 1 through 5 of 5, prepared by • Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. CALCULATIONS 1. None. C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.17-0221.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No.16-1108.04, issued to Dyplast Products, LLC, for their Dyplast ISO -CI Polyisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No.15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. 4. Notice of Acceptance No.15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, expiring on 07/17/2018. E. STATEMENTS Statement letter of code conformance to the 6th edition (2017) FBC, prepared by Al Farooq Corporation, dated 12/23/2019, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA renews NOA #17-1018.12. Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 20-0901.25 Expiration Date: July 21, 2025 Approval Date: December 03, 2020 E-3 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. NEW EVIDENCE SUBMITTED. A. DRAWINGS 1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002, withrevision M dated 07/20/2020, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, dated 11/16/2020, signed and sealed by Jalal Farooq, 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. 19-0129.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Preformed Block Type I Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No. 17-1207.04, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Rigid Foam Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 18-0918.06, issued to Plaskolite, LLC, for their TUFFAK Polycarbonate Sheets, approved on 01/15/2018 and expiring on 8/27/2022. F. STATEMENTS 1. Letter of conformance to FBC 2020 (7th Edition) and FBC 2017 (6th Edition), prepared by Al Farooq Corporation, dated 07/15/2020, signed and sealed by Jalal Farooq, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 20-0901.25 Expiration Date: July 21, 2025 Approval Date: December 03, 2020 E-4 I � • ewtz-zo owvo L[Lr-Lrr (=) :-I DIM-LSL (aoe) a 1 /fePLOr. mmrixrd Oei•ter (90PJ t91 I m- 9l[01 d3nW1 BLO[['l� 'rump�mymalmiN _ (urge w•ro) -Tee rrnnov YwrlW dr 4786 'MN S6lZl ��•, ozzauns'�uaaa3sNns Dace •out •.Wodwoo joo0 8V0 ane nu .anw rn lM W dOlalliG 1mf 1000d 9 @f 33MD441 e moLLYNoduco boouvi-iv '60 37YlMJ M(W4�35'(i315 Omm Tm aoom �� ea3t ro uoml aoom .o-,rl a$ 4 dp # Gf .IL •Bl .el .91 lbN — — — — — — -- — � lid �� gli 5 r, N Imo! 1 n it �I ' 1XII1' i8 ia-1 .IIII� '9 �S4 i�� ••e�•�•.�� _ � as m�Ze Sa ``, �ttituliq�� e•P: •_.•.: •. /sue o. Doe a ofT� � a �m eB88� • • z pV W L] � WE yy y! � Fn S�x� d ® °•�S ® �¢ �J m N >3 Faa� door rn are ,n, I � ^ 12 _ I 1 _ aln nl♦ oar ploommilog 118 11gi -bbi_i� „�7 �I^44_ _4q4 S�m';7.'i0•ii7•q'�40• 1 A 1 .055' X GALV. SIE2F-J.1/{/X 2' 7RU55.BS f a OF PAtffl TRUSS iA57FNED TO VERTKJU, IHTFRI4:DNTC STILES W/ TWO W/ FOUR//I{ % JI SEIf IWNC S. o � n 1ST SECTION(BOTTOM STEEL TRACK BRACKET FASTENED TO WOOD JAMB ERN 5/16' X 1-5/8• LAG SCREW NIX WASHER (FULLY NERD TYPE A THREADED) ONE PER BPMN(ET SOUTHERN RNE 0.55 S.G1 1.% 5�' x 90• SIEE1. TRACK BRACKTS SEE9' SREET2.19' 5% FOR SPM.CENG INTERMEDIATE SECTION TOP SECTION 44. R NS ALLEERR LDINO / 14 X 5/6• SINS 6 PER HINGE 1/2• X 1-5/4• X ON' FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE — ({) 3/16' POP RNETS 1-7/8' X 2-5/B' X .049' ST CENTER STILE, GWED EEL AND RNETEO TO PANEL W/ ({) 5/IV RAFTS / 14 x 5/a' sms. POP ra/ NNCE 24 GA. STEEL PANEL FLAPS BENT OVER PANEL � .0 I O c II 1 Q� O9n�.p tWV 1/2• PUNCHED HOLES {O.C. I �b L pEG(p�yl l <1 i �i p gA p tt11 kl K) I I goe ppa � b9b9 1 PRODUCT REVISED Ne FloAda Q 2 1 Bu11dInB O�d��IN No"o. 20-0901.25 � 0/15' POP WETS AT {' O.C. I % F.>➢IrPf OT/21/T0Y6 A. m (6) FOR 21' STRES (5) FOR 18' SIRES By MI o eRlue on1- m ENO snLE .024' STL PANEL C 0 h y . OUTSIDE OF DOORr o S O 1 SOLID BRe3c DOOR VIEWER ^ o 2• z 2-1/2• z S1STEELNOLEB ENO ST CONNECT TO PANELS ES WTIX fiY 'SCHLACE SECUR- WRD'WARE' IN INSTALLED IN 916' M CENTER / N RAPS AND (5) OR (d) 7/16' uLv RNER SEE DENS ABWE P09TIONEO AT EYE LEVEL ,1NCHORS AT TRACK BRACKBT: 'DEWAEr EI a $ � � K EIIGE OTSTANCE T,/A' m POMTR-BoIT Bf N 2' YIN. EMBED INTO CONCRETE (3000 PSI UK) v R 2' INN. EDGE DISTANCE .-11 `5/18' ^� • `,° • ..'�. I; X/M oN. wD amr BY 7I B) 1-1/4' WK EMBED OTO CONCRETE OR FILLED BLOCK a,y u b¢ Y Y Y _I . 2-1/4' MR. EDGE DISTANCE INTO CONCRETE a' WN. EDGE DISTANCE UTf. nuED BLm CONCRETE F< . 0000 PSI MIN. C-90 Fm ° Z, ^ R GROUT FILLED BLOCK a 20M PSI UIN. ANCHOR TYPE A OR B PER BRACKET 111111 SHEET 5 FOR BRACKET SPACING \11 f fAAAAI ' \ F gg 1{ GA X 2-1/6• X 1' (SGNOARO 12 CA x 0-5 la' x 1-1/2' (( A�ITRACK T-I 2' X .DSO' I CENTER w� J INTERIOR SIDE L 7/6• PUS ON ROLLFJI SHAFT .I/{-20 SS BOLT 7-1 2 % NIOE END ROLLER wINGE NX NIT 1.8r DO, X .SO• BTEE7. ROMEPs cBTBa 1.E2• cu x .50' NYLON R00.FRB ((oPfIQL1L)) 2.M DN. %.50' STEEL RO11615 (oP1gNAL)— {T , 6 * _ NOV %of N1\1 8 a L cl—in 9 no.F,TOo-INSTALLED Y/ f/h20 % 5/B TRUSS Np. �DfiEDY.S. @LOCK NUT SECTION B-B 2.75' DIA X .W NYLON ROLLERS OPDORAL) ( 5 KTTFIS'STAaho<22eT OVETS S/IB• X 1-0/8' LAG SCREWS THTO WOOD OR 2-] }4' /EOE AACHORS GYUVSTEE2WRH 1-1/{6E6'ESHMN57NRY i0OPPlEOLIER BRACKET (0 1O % E%9' SIDE ] PER BRACKET 14 w CAM STEEL ADJUSTABLE 2-1/2' X 4-1/4' X I] w STEEL RATES �,U" FASHENm TO BR.VJ(Ef WELDED TO 1-1/2' X 1-1/2• X I+ w ANtXE W/ S/16-18 X ]/+' HIX HEAD AL SUECXS 6, NUTS FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT h NUR L Top BRMxEr �( (sn2mAPD) TOP ewaaT wno IOW nFAOR�ou DooR HORroNV1 NGINORCEWE NT 1/2• % 1-0/4' X .05r MRtEm STEEL -GLUED TO PANEL AND FASTENED TO VERDGL SIRES WITH 2• X }I/2' x .f04' (2) ]/16' POP RUMGALV. STEEL FASTENED WT (q I4 x S/6 rop HORQONdL RFDJi'ORTE9NONf LOW HEADROOU 00DH OR10N 1/2' % 1-]/+• % ASB' FONJm STEEL / VVOOEDX'ATOSR ES 1Y M FA6TENED ro (2) 3/10• POP RNETS �0/16' UELTTNG R® PLASOC/STEEL ROLLERS e 1.82' DIA, X M' 1E} ""-W/ .H OIA X {-I/+• STELA � � S O-25 . 0N51RADONS: I 9Y ln191Ac�PRDDICIS IS• 40-24 POLY-ISCCTANUMTE DENSFTY 20 W R.O.A. OR /IT-1207.04 OR �— BY Y.c:runAy DENSITY . 120 ." OR /I}20]04 OR KOA.R 0.12 ov .06 N.OA 0I9-0129.06 a i 1,14w Mv. STEEL i 9NGFA FASTENED ASTE W/ (5) / /w smS M..024' ROLL FOR9m STEEL. PANEL. DRARND OUAUEY G-AO UW. YIELD MD M11 WITH ROWEIE ANBV®-0N PG.YSTER pAI IN 10P COAT TRACK CONFlGURATON Mm TO WIN sDEs OF srm 12 w GALV. STEEL_ WWROY,RAG(X 0/ SLASED o EDrtOu st,,. G-ONS SCE SHCET 6 SECTION A —A SEE SHEET 2 FOR LOCATION . OF RETNFORCING TRUSSES 1-1/2• x 1/r X 1/0' NORR. AN" HORGL TRACK SUPPORT. FOR DOOR HEIGHTS UPTO B FF. ga CENTER SUPPORT REGO. ON DOORS WITHOUT QNSIXATION OR WNWdS. DX EEDONG R R. ON 2' X 2' X 1/0• HGOL MOLE 1Y j A FOR DOOR HOGI.- 1 DOGS WRH ANSUL4MN OR 6WPOOWS SPOT WE1DED TO HORG. TRACK Q ' MTH TWO NF1D5 BOLT R MY ENC AT 1-1/2' MART t A — J FIRST AT ]' O.C. PEST AT 9' O.C. CONNECTED TO FLAG BRACKET NICE G RACK IIH - OPFN9NC HEl(OR PLUS 12' W/ ]/6-19 X ]/{' AND TO SPR NO SHAFT WOE MAN (2) T/4-20 X 0/6• BOLT a HUTam �1CA GLLV. STEEL TRACK W.RBML TRru Q 60, 2-1/6X V X .OW 9 SECTION A —A 5ECTIONS ARE NUUBERED STARIINO AT THE BORON NO R FOR DOORS YORE THAN B FT. HIGH, USE ADonmNAL TRACK BRACKETS AT 10' O.C. 0 c g 2.19'X 18 x.090' gIpa� RACK BRACKETS g_ , e TmAm To TRACK v AG E R O mill VERTICAL LIFT HIGH LlF7 STANDARD LlFI' LOW HEADROOIA e ° g �_I a S DOUBLE TRACX _ AVAILABLE TRACK OPTIONS VtLLg11N NN JA Y Fqq^_ g . PRODUCT REVISED .... PO9A.wlth th. FIoT1A.IldC: - NOR+1°. 20-0901.25 e.R1.eb�o,e. osnyzozB NOV21 ri„Zt YIam�RaTa ro ucS�O� �L A 2�AiiT .ht.t 3oE 5 d 1 1//• % L40 SCREWS ser i/a• DW LAG SCREWS W� I AT e' FROU ENDS YNOOp AT e' FRaM ENnS I ANO IJ' O.C. MAX. I I AND 19' O.C. MAIL I OPTION 'A' OPTION 'S' WOOD BUCK CONNECTION TO WOOD SUBSTRATE (YTOOD SpECDTC GPA%w SG-om Uµ) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2x5 SYP WOOD BUCK ATTACHMENT TO WDOO STRUCTUfBS. IF THESE METHODS ARE FOLLOWED NO ADDDONAE CALCULATIONS/DESIGN WILL BE REOURED FOR DESIGN OF GARAGE DOOR ANCHORAGE FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD. INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 5/18x f-0' B' AG L7 AT 12 0.0. / WOOD BUCK CONNECTION TO MASONR'/ A, INtES l TREATED 2xa SYP WOOD JAMBS MOOCH SHALE BE ANCHORED TO ' GROUTED REINFORCED MASONRY BLOCK WALL OR GOING. COLUMN WITH 1/a' ULTRALONa BY'OEWALr WITH SPACING OFINTO // 13" O.C. INf0 GROUT000 PS CONCRETE• WIN 1-3/4' NIN. EMBED FM9m 2-1/2' MN. EDGE DISTANDE 1/a• TAPPER ar 'DEWALr WITH SPACING OF ' tl' O.D. INTO GROUT FILLED BLOCK M.L. WITH 1-1/2' 1oa EMBED 1/19' x 1J' O.C. INTO 3000 PS CONCRETE. WITH 1-3/4' W . EUSEO J' MN. (EDGE INSTANCE FeLE AT 12' C J/e' CGNFLEn BY 'RW OR J/e• LOT BY'nW' WITH SPADING OF 2J' O.C. INTO 3000 PSI CONCRETE. WITH 2-1/2• MIN. EUem CONIN MINK ANGI F E rr J' MN. EDGE DISTANCE TO WOOD Blxx J/e• HLC SEEVE BY'WLTI' WITH SPACING OA Io• o.c. INTO GROUP FILLED BLOCK WALL WITH I-1 : WR DAM. C MN. EDGE DIST. 15• D.C. INTO 3000 PSI ONCRETE. WITH 1-1/4' . EMBm AND 2-1/2' MPL EDGE DISTANCE PREPARAMON OF JAMBS BY OTHERS FOR NEW COthTR11CIIOtN ENGINEER OF RECORD OR ARcmma m vauy ADEOUADY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. FOR DOOM REPLACEMENT N RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD. DOOR INSTALLATION MAY BE REVERIE AND APPROVED IT( BU0LM6 OFRCW. UPON INSPECTION. WwOUM EXTERIOR(+) LOAD PER JAMB . (16.16' x e2 PSF)/2 - 291 U` w FL MAwwM INTERIOR(-) LOAD PER JAMB - Oeae' x 11 PSF)/2 = JSJ.J Un 1+A, n IA. x IX z .Ow /e x I - SELF DRUM SCREWS la x I' °S r'1NE%' COME BREADOR AD U16® W/ 00ME REAT SELF CALLING SGIEWS J/16"RNEX STEPPE Z 4a" MULTFD� W/ OOYC HEAD Z 8 ADT60RCOID/f AT 1/2' x 1 ORMED � O` O' wsT(1IN PI V AL.UYINUU � ADAPTER LX 8 ; g ROBBER wsraPPNo RUBBER WSTRNW ¢ 8 tyQ�2� l-1asD� 1.TB4.= G—I w BOTTOM SEAL OPTIONS ti c o� q n ANCHOR SWING E AVICNORS SfldlCRAiE USED SFACL-4 EDGEDST. � as C - E m .S � e Ntc suxvE Br Tun mxc. 1-1 ♦ r L. _. .iIIE� �iMPOSED e anFLLlt In EDDofc J e rnNrBDI.r Br wNe J e PGWEn-80LT oELYa 1-1 2_ e' 2-N p3 a DI3- B -ALL NS CONC. 1-1.3 ci N CONCRETE13 FC . J000 PSI WE C-90 GROUT FILE1 BLOCK I'm - 2. PS'a e/16' DW BOLTS WASHER L 0' WI1H ! xlTt EAT ,2 aG MAIL 1-1 1 x 2-1/2' x 1/ G . STEEL ANGIE 1-1/2• B i2 G CAW. STEEL g MT BRACKETS tY LNG DALV 9fm•i1LVCK G gR .2 AT 12' D.C. N DOOR OR O AT Ne' O.C. ABOVE DOOR OPNG. i ib 1AACK PLATES �• CONNECTED TO CONE. ANGLE W 2 1/h�x!//ae iWISS H0. W/ (3) SPOT WELDS AT EACH SIDE WS. ! lOb( IAIf REVERSE marts rnIDWFOLIs AHn_ r muvr o ° S @ R TO SPED n cONOREm ANO Fl D BLDr "s , a a ALTERNATE TRACK INSTALI_A_T)ON L W INN YY PRODUCT REVISED :s' I r FWUdn M11 BuOAng OoQ �QV 6 ZtlLU - Nn $ NOA-No. 20-0901.25 ExpnitlRY A DAb 07/3772038 A 8 A�� • diaWinM no. M1 A N11m �` /p(ypt•1�� pAaet24o? 5 a lue T " Fi"'," )CR PANEL I GA. (.024) STEEL UN. 7/16- DW WASHER O TROY ENDS AND 7' O.C. W. (4) X 3/4- SUS 0 1!8 3/8 * nm ENDS AND 6_1/2- O.C. NOA X ME DEEP /E (4) 3/4- SMS a I 8X3/a . FROM ENDS AND6_1/2' D.O. mL 18 X 3/4' SMS 0 3/a' FROM ENDS AND 7' O.C. UAX 15' M WASHER PANEL . (.024) STEEL MM. 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