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Home My WebLink AboutNOA - STEEL SECTIONAL GARAGE DOORFILE PY MIAMI•DADE IC%O COUNTY PRODUCT CONTROL SECTION' 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) SCANNED www.miamidade.goy/economy DAB Door Company, Inc. 8t Lucie County 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 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: Hurricane Mater Model 824/811 Steel Sectional Garage Door up to 16'-2" w/ Window Lite Option (DP +48.0, -52.0 PSF) APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with, last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control renewal 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 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 because 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 renews NOA # 14-0814.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.L. NOA No, 15-0312.01 MIAMI-DADE COUNTY Expiration Date: July 21, 2020 PurimApproval Date: April 23, 2015 �116f�1� - Pagel RANDIALL E. STOFFT ARCHENTEMS9 PA AP, A11§0 11105 i APPRD%/ED REVISE & RESUBMIT APPROVED A'CORE EFC, i 1=D REJECTED TiNs revi'MV, It only ff-.-r gcaaml W10h 1,I7o design ccriccpt of Phe pro"scl and, �snmral Vlitih thO 41071MVIDI-i qiiveri hn the aontmct . 07C—Immen[3 n-,"'30-9 tha do F�,rafaN!O' efka Con!rar"'orircm cumpl!anc-a vil 1-1 t1le r6qi4re- rnEe.,is and ,. JArlcaiions. 4P.,-9vai d a upedific Rem shaji not Inct,'dR, app.nm;d o ar Y ctsem -M of which Lhe Rem is P, cnompo,--nt. Con- traclor is, res,P,Rsible f0t: Dimensions to be confirniad and comelaied a, the ju-b sib; Ir.*MRA011 that pertains solely to the fabr.IcEtion processes , or to the ri-,aang, mEthods, techniques, sequences and procedures of coqstruc- tion: coordiM-fien of the work of all other trades: and for performing all work in a safe and satisfactory manner. *W . DATE: aIA- BY. MIAMI-ME MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175.2474 BOARD AND CODE ADMIN19TRATION.DIVISION T (786) 315-2590 F (786) 315-2599 ' NOTICE. OF ACCEPTANCE {NOA) www.miamidnde.gov/economy DAB Door Company, Inc. 1219A NW 981 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 other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA skull 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: Hurricane Mater Model 824/811 Steel Sectional Garage Door up to 16'-2" w/ Window Lite Option (DP +48.0, -52.0 PSF) APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and scaled by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control renewal 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 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 renews NOA 414=0814.08 and consists of this page 1 and evidence pages F l and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-0302.01 MIAMI-DADEcouNTY Expiration Date: July 21, 2020 Riamwim Approval Date: April 23, 2015 Page 1 ! DAB Door Comnanv, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Jayad Ahmad, P.E. B. TESTS "Submitted under NOA # 11-0414.13" 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI-07-4267, dated 06/29/2007, 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-11-3206, dated 02/10/2011, signed and sealed by Candido F. Font, P.E. 3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI-114101, dated 01/29/2011, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05-0217.02" 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., Test Report No. HETI 03-1328, dated 07115/2003, signed and sealed by Rafael E. Droz-Seda, PE. 5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1329, dated 07/15/2003 signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, Test 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 panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 14-0814.08" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 E-1 DAB Door Comuany, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA # 09-0128.01" 1. Anchor verification calculations prepared by. Al-Farooq Corporation, complying with F.B.0 2007, dated 04/0512011, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.01" 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dada Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0717.01, issued to 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 Acceptance No.11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/1112017. 4. Notice of Acceptance No.11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate 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 Are Light Apparatus Test per 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., Report No. 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 of "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 "Submitted under NOA # 14-0814.08" 1. Statement letter of code conformance to the 5'' edition (2014) FBC and no financial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. 04 I61Za15 Carlos M. Utrers, P.E. Product Control Examiner NOA No. 15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 E -2 1/4• X IB GA TOP FIXTURE 5-1 :ENTER HINGE -' PUSH NUT STEEL PLATE WIH 5/B' SUS T D TO ' m EN ON SLEEVE (STO.) FASTENED (e) ENE % O/EN 7-1/2' X 0' X .071• GALV. STEEL m p SEE SMELT 4 F01 END ROLLER HINGE 1 0 0 I CENTER 'STLES o EIRO WITHOUT DN SLEEVE (SIO.� WITH DEMON SLEEVE (OPTIONAL l I 7-I/2'IX 2-19 %.071' \\ O m GALA. STEM C HVICE -- W/ (4),114 X 5/8' SMS LOCK 0 WON OERON SLEEVE (OPTIONAL) ]/ DOOR CENTER HINGE I]O I' W x .15 THK.`UICK, • --- NDARO LacK ING LOADEO SUOE BELT (BOTH SIDES),STENED W/ (4) /14 X 1/2' S.MS. ` e 5/e' MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS 7' X 0' X 0.1' IH (4) p1 EL a/eE wIL m 1 m SELF OR NG SCREWS BRACKET BRACKET STD. LIFT DOOR LOW HEADR00M DOOR NF1aNr ITE 1O] m1 I of BARS AT FALN mm e'-e• 2 SeCSUCTIONSS 18m 1 sa71Gx 15F II 3 SIMMERS 21' s sEcmr Ns a J Y • SECMNS 21' 21 - r-W ra• T-0' e' s s—.R 1e• • ste' s SECTION—S - I SECRON 11' 3 SErnIXRS 31• e•-T 8-e' Is' SECTIONSIe 2 SECT IONS ' 1 SECTOR le s s[CR21' • SECTIONS 21' 4 a'-s' 2• a sEcnsNs 21' a sEH.T1ws 1e• - - • tY-6' sEelloRs 1 4 5[rnYis fV t sErnarl 21• 2 sECTIONs 21• 9•-s' Is' IO-s• s SEC"'S te• 2 SECTDNS IV 150:11ON Is' s SECTORS 21 --.s —.s 21• a —0Ns 21' IC-e• 10-01 8 SECTONS 21' a 561N1G IV I s— R- S 11 a SELRGVS IV 4 sErnDVS Is' 2 SECTIONS 21 J SECRONS 21' Il-e• II'-V s sECRONs IV 3 SECRONs te' 4 SECTORS 21' a SFCDaNS 31' 12 IW-T 1 SErnONS le' 7 SECTIONS 21 a .—S 21' - 12-Cn I''-e• eEClpNs Is' S SECTIONS IV 3 sESRONs 2V s srLRONs 31 Y 1 '-s 4 SiLRONs IW s SErnONs le' 4 -- 2.- a sECMNs 21 -6' 1 2 SErnaNs 1s' 1 SFC11aN IV a SECTIONS 31• 2.;e' 7 SECTIONS • E 11 111' 6 SECIIOIS 21• a SF]:IIOIHs Ie - J SECRMe 21' 1•-w 1•-0' 5 SECTIONS Is' 4 sEL XO IW 4 SECTIONS 21 S SECTIONS 2V S' 1 s'J' J s6Tl0Ns 1C 3 SEGRON9 le' B 1— 21' ] s fI Is-e' 1 SECTOR le• O SECTORS 21"- a SECTIONS ' ]I 4 sErnoxs 21- % 0.1' US W/ NUT OPTIC NLL DOOR VIEWER TO BE INSTALLED AT XREWS ANY CENTER STILE? OPTIONS / 11 7Dn-1 m I E.1 m m I I MAN ON !oil 10-11 DOOR OPTION STILE PLATE WITH (4) 1114 X O/4' SOS GENTEN STILE OUTSIDE END SALE RANDLE LOCI( BAN GUIDES GU INSTALLED END STILE \Wlfl (4) /14 X 5/8• SUS LOCR BAR ENGAGES ON OUTSIDE KEYED LOCK IN TRACK EACH SIDE OF DOOR CENTER STRES OPTIONAL LOCK BAR LOCKING SNDNN ®®® ALTERNATE TO n it SPRING LOADED SODE BOLT I B'-0' TO 9'-10' LACKS SHOWN ABOVE DOOR WID�THSI (� 1a'-O' TO 11'-10• OOOfl WIDTHS INSIDE ELEVATION DAD DOORS INC. Hurricane Master® Model 824/811 RAISED PANEL EMBOSSED DOOR Max. S12e 16'-2' K 16'-0' High 1,14 % 0/4' SEIF DRIWNO SCREWS NAY BE With ftd- Lite Option IN uEu OF /14 It 5/B• srAs DESIGN PRESSURE RATING - + 48,0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 52.0 PSF GENERAL NOTES L THIS PRODUCE HAS SM DESIGNED AND TESTED TO COMPLY WITH THE REOUWEMDOS OF IRE MIEDA BUADMo CODE (FBC1 TURN EDTION (2014) SCRI 'A' MCWONG HIGH VELOCITY HURWGWE ZONE (RlN2). CENTER SOLES CONFKURAION P. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. DOOR WOTHS / Oc CENTER STIES ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CO. ro 3. ALL BOLTS. NUTS AND WASHERS SNAIL BE ZINC PLATED CARBON STEEL m 10-0' I1 -IO' 11'-0' ro I)-Ia• 2 ] A. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN LN o 11'-0' ro Is'-l0' Is• 11• TD Ir • THESE DETAILS ARE NOT PART OF THIS AFPRVZAL M A LOAD DIIRAION DIDREASE 4 USED W DESIGN OF ANCHORS INTO NV00 OHIY - -2 e DOOfl 1E51E0 VI ACCOROINCI ® � ® BIRDOIO CaOE, IRS-202, TN Attu EIB56-OS A5T4 E1995 uo.: nAas Axw0 4'OTO DOOR MOTHS L Q �®' ®M ODOR WIDTHS PROLIUCE RENEII P;8 ,IWBElieirDO ftnw t-05 r �I�11�� fill�■�� 16 GA X 2-I(4' x 3/4' X 2' CAL.. STEEL REINFORCING TRUSS - 16 GA x 2-1/4' % 3/4' % 1' IICIR O BOTTOM OF PANEL. TRUSS FASTENED ro PAN VERRGL INTERMEDIATE SOLES W/ — GALV. STEEL J)AR TRUSS TRUSS ASfENEO ro VERTMl4. UNEXNEDMTE SINES 014 X 5/8' SALS. AND TO END STILE W/ TWO / 14 X 5/9' SANS. AND TO END SIRE W/ FOUR /14 X 3/r SELF DRILLING S. W/ NUR 1 14 X 3/4' SELF DRILLING SCR. II/2' % I OPENO TOP & BOOOM 1ST SECTION O(y 1TOM) REINFORCING IMERMEDDITE SECTIONS REINFORCING OPTIONAL STOP MOULDING BY DOOR INSTALLER STEEL TRACK BRACKET FASTENED TO WOOD JAMB WON 5/I6' X 1-5/6' LAG SCREW 4 X /14 X 5/6' 9A5 (NLLY OBLFADED) 6 HINGE HEX WASHER NFJUI TYPE A 1/2' % 1-J/4' % .056' FORMED SIEE1 SOUTHERN P CLUED TO TO END STILE WON (4) 3/16 PO RIVER 0.5 oss!S.G.P •. I .. r r- m I�\I STEEL (STANDARD) 14 C0. % 2-I/6' % 1' (STANOITO) 12 G X 3-s/16• x 1-1/2� ECImoNAE) `ASTENED ro TRACK PLATE6 W/ 1/4-20 X 6/6' TRUSS M. SLETIED M S. k LOCK NUT 1 n..... POP / 14 %5/B'""' 4/ HINGE 7-1/2' X .050' I INTERIOR SIDE 7-1/2• X A71'J GALV. S7EEL END ROLLER MCC CENTER HINGE 1.82' D. X .50' '. EROLLER SlA 1S2' D.. X .50' NYLON 2.T5' DIA % .50' STEEL SE$E JCIDYIJN R-BB-B 2.75. CIA X .50' HORN 24 GA SMO PANEL � \ MPS BEM OVER PANEL, tt�� 1 4F4 85� I /2' PUNCHED HOLES I -R 04'O.C. + USE RMFORCDIG '0' BAR AT 4 1 V 1i 0 qq a Q TOP SECTION ONLT AT NUR SEMN DOOMS I �., Q n Q -aal m pS I oI_ O I 3/i6' POP RIVETS 1 ((jj AT 4' O.C. I ro % 30� X 2' (5) OR 18' STILES I6 V. 2-I 4' CAL.. STEEL 1lBAfl REINQ1110 TRUSS TRUSS FASTENED -TO VENIIVJ. INTERMEDIATE TO ENO STILES STILE END STILE G U S Z F UI W/ TWO / 14 X 5/6' S.M.S. AND W/ NUR j 14 X 3/4' SELS DRILLING SCR. G ,024' SR. PANEL B V) I ODTSNE OF DOOR E! O 3 N Cp3 z • O .- x F X 2' X 2-1/2' X .049' STEEEL A 1�' SOLE, CONNECT TO PANELS WNN MPS AND LS)MM (6) 3/16' ALUM RI SEE DELM. ABB Le�OR V1 'SCHLAGE �y i D µ�INSTALLED BY SECURITYHARDWARE' 1 POSITIONED AT EYE IEYELw1ER STILE J l ..I BY 'POWERS ) CONC. BRANET SPACING II c�E )a 9f �IPWNT' M1R(•74B D� .� SS BOLT Aawme 140 -09I of s � drawing sheet J .f B RIVETS 2-M/4' ,EEi X 5-1/2' X ]• X .104• GALV. S TOP ROLLER BRACKET ON EACH SIDE FASTENED W/ (6) / 14 X 51W S.M.S. 090 THK. GLV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/18-1a % J/4' HIX HEAD Y. SCREWS 8 H TOP BRAGXEE (STANDARD) TOP BRACKET ((OP KINAL LOW HEADROOM 5/16' X 1-5/W LAG SCREWS INTO WOOD OR 5/16' SIEEVE ANCHORS WITH 1-1/4' EMBED INTO MASONRY N 3 PER BRACKET 2-1/2' X 4-1/4' X 13 G. STEEL PLATES WELDED TO 1-1/2' % 1-1/2• % 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT k RUTS W:ARCAL STELES WITH 2' X 5-1,2' X .104' (2) 3/10' POP RW21lS FASIQOD W// ((4) 14 X b//8' SAIS. m u BRACKET 1DR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2' X 1-3/4' X .OW' FORMED STEEL OLU0 TO PANEL AND FASTENED TO VERRCAL STILES WITH (2) 3/18• POP WVf75 —5/I6' MEETING P18 1.82' D- X SO' STEEL ROLLERS W/ A4 DIA X 5' STEM OPTIONAL INSULATIONS: BY'M4Sr�RODVDTS 11 C'11f EPS-EXPANDED POLYSTYRENE DENSW - 1.05 PCF N.OA �11-0928.07 OR ISO-25 POLY-ISOCYANOMTE DENSITY - 2.0 PCF N.OA. /11-0926.06 BYTE 'LA1 O£DAM NORM A imG' DENSITY - ID3 POF N.OA /10-1129.04 OR BY '11FJL PA1 H f' OENWIY 0.92 PCF N.OA �f4-OTi1.OB \14 FA CALM. STEEL ROLLER IONGES FASTENED W/ (8) / 14 X 5/8' SIS MIN. .024' ROLL FORMED STEEL PANEL DRAWING OOLLIIY G-40 IBM. 107D SIRENGIN - 39 x51 WITH FIREMEN AND BAKFD-ON POLYSIER RANTED TOP COAT APPLIED TO BM SIDES OF STEEL 12 CA DAM STEEL OO/ T(OIBACXET /F8D W4)0 OPOONS HOR12. TRACK SUPPORT, 1-1/2' X 1/2' X i/a' HOR ANGLE ] CENTER SUPPORT FEW. ON ODORS FOR DOOR NT NIS UPTO 7 R. �4� d IX EEGING B FT. 9E HDCM WITHOUT 2- X 111 N O E. ANDL, F I 2• X 2• % 1/6' NORIZ. ANGLE A r -( I'OR ODOR HEIGHTSOA ACE) iT. OR DOORS WITH NSTMTION OR WINDOWS SPOT WELDED TO HORIZ. TRACK RT C � u WRH TWO WELDS AT 1-1/Y APART 3a4 A — J FIRST AT 3' 0.0.. REST AT 9' O.C. F CONNECIEO TO TUG BRACKET ANGLE W/ 3/8-16 X 7/4' WLT k NUT RACK LENGTH m OPENING HEK:NT PLUS 12' µD TO SPRING 51NFT GNOE WITH O �I (2) 1/4-20 X 5/8' BOLT h NUT a Eau Q( O i CA CALV. STEEL TRACT( � a�! VERTICAL IIUGK Q <e 2-1/8'X 1'X.Ow o.18C SECTION A -A � IN DOOR •SECTION HEIGHTS BRACKET PLACEMENTS id d HOOK 1ST 2ND JRD 4TH 51H B7 92 83 84 BS a6 B7 88 i77 C 77�1I�I�IIJjLjL'T'IL'J7j7j1' �I�IIj 8'-0' 18' 18' 18' IB' /A 1' 70 2' 11-J/4' 23' J{' 45' 56' 18' 18 21' IA 1' TO 2' 71-3/4' 2J' 3{' 45' Sfi' 67' _ fl m 7'-0' 21' 21' 21' 21' /A 1' TO 2' 11-3 4' 2J' J4' 45' 56' 57' 7'-6' 18' 18' IS" 1B' IV 1' TO 2. 11-3/4' 23' 34' 45' 56' 67' 78-1/4' a'-0' 21' 18 18' IV xt' 7' TO 2' 11-J/{' 2J' ]4' 45' S6' 67' 78-7/4' '-BEClI0N5 PAE NUMBERED STARTING AT THE BOTTOH QQ " FOR DOORS MORE THAN a FT. HIGH, USE AODMONAL TRACK BRACKETS AT 10. O.C. Q 1.9'X 2.19'X 3.3'X.09D' Z�Mj N STEEL TRACK BRACKETS — 2-3/16' K N m o m CONNECTED TO TRACK WIN 1/4' BOLTS k NUTS 0 3 n ,O Z=� TRACK CONFlGURA710N 0 B � � @ m „ - A s d VERTICAL LIFT HIGH LIE[ .STANDARD LIFT LOW HEADROOM DOUBLE TRACK ` - AVAILABLE TRACK OPTIONS yNS gg En9r. JAnO//ANNAO WEODUCERFJOIW® N 3 CAPE N. 3336392.iad. mleA S 3 Aw/1�9AN9 M.3e lmbw�M drawing no 2015 98-05 shoat 4 ot� N ] ] 1-1/2' WIN. E OBIT. t4v3 0 2HY 1/4S OFR WG SCIEEWS 2N 1/4' LAG SCROYS WOOD BU I L AT MOB 11p D.CENWK, W000 BINX i I\ mom `AANOB II O,. MAL OPTION 'A' v OPTION 'Bv WOOD BILK ONN CTION TO WOOD c cMA (WOOD SPECIFIC GRAVITY SG-0,55 LEN.) THE INSTNIATON NETN008 SNOWED ABOVE SHOWS 2lIB STP WDOD SUCN ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ME FOLLOWED NO ADORX M CALCULATIONS/DESIGN WILL BE REQUIRED MR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR RFPLACEYENT APPLICATIONS WITH NO ENONEER OF RECORD, 04SMI-LACON MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 5/16' % 1-5/8' LAG SCREWS I AT ,1. O.C. I WOOD BLGK CONNECTION TO M40NRY PRESSURE TREATED 2%e SYP WOOD JAMBS "I"' SIWL BE ANCHDREO TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONS. CO UMN WITH 1/4' ULTRACON BY 'ELCO' WHEN SPACING OF 12' OD. INTO GROUT FILLED BLOCK WALL WITH 2-1/4' MN. EMBED 9' O.C. HMO 1000 PSI CONCRETE, WITH "/4- MN. EMBED 2-1/2- MIN. EDGE DISTANCE IF 1/4' TAPPER BY 'PONETR' WTH SPACING OF B' O.C. INTO GROUT FRIED BLOCK WALL WIN 1-1/2' YN. EMBED B' OG INTO 1000 PSI CONCRETE, WRH 1-3/4' MIN. ENDED I/16' % FBEE J' MR EDGE DISTANCE AT 12' 1 JIB' WI BY 'ELCO' ON J/B' LDT BY 'ETW WRN SPACING OF IOLc CONIMF 1a�YN 21' O.C. IERO 30M PSI CONCREIE, WITH 2-1/2- MIN. EMBED TD W000 RACK 1' YIN. ETICEI DISTANCE 1/11' RIC SLEEVE BY W01' WTH SPACING OF 8' QC. HMO GROIN wim BLOCK WALL, NRN 1-1 4' YIN. EMBED. 4' YIN. EDGE DIST. 11' O.C. DQO 5000 PSI CONCRETE, WITH 1-1/4' �. EMBED AND 2-1/2' NN. EDGE DISTANCE PREPARATION OF JAMBS BY OTHERS FOR NEW CONSTRUCTION ENGINEER OF RECORD OR MGM= TO VERIFY ADEDUAM OF. SUPPDRDNG STRUCTURE TO GUPMW LOADS IMPOSED BY DOOR SSIEM, FOR DOOR REP N RETROFIT BURDINGS WON NO ENGINEER OF RECORD, DOOR INSIMIATION MAY BE RENEWED AND APPROVED BY BUDDING O"I"AL — YFSPEULON. MNDYUY EXTERIOR(+) LOAD PER J 11 (IB.ti % 43 11 - 188 Lb+ pu R. MAIGMUM NTFJBOR(-) LOAD PER JAYS (III % 70 11 - 420.4 Lb. pu FL is % 1' SELF DRILLING SCREWS RNEI(' STEEL RA'E1OR FORTED STEEL is % 1' SELF DRRLNG SCREWS — 'L 0 LTGRIP W/ DOME HFM AT 48' O.C, J/le' 'RNFO1' STEEL RMIS 1. F REINFORCEMENT ULRGIGP W/ DOME HEAD AT 1/2• % 1-3/4' % .OSe' FORTED STEEL O O LL GI CD A N'sTRIP AOIPIERW ALUWNEI WADAPTER 0�' " Q RUBBER YTSTNIP%NC ST RUBBER YFSIRNPNG Q 0 LRE4 1LLL��i4L4e22�llee2JJl II �1.750--I� .700 .040 .J4B Q yT� Z W O M n� 1.780-1 BOTTOMS_ AI MONSMONS m o a � ANCHNE BPADNC PJ�F��T1I Z VI ANCXORS 51RUCNRE F:YBEOI SPACIAL EDGE MST. N J B HLD SLEEVE BY NILT J e CONREz BY ELLL CONS. 1-1 A FILLED BLOCI( e' e' J-J 4 Hn 0g I 1 B mNAeoLT eY 'nW coNc. f J B POWER —BOLT BY POWFAS J B SLE — N MPSONS CONS. CONS. /-1 2 B8'' J' 80, n BBLDCK C— IRGROUT FILLED Fm - 2000 PSI MIN. 3m Its H �� 1-U.45TEEL ANGLE% 14 GA 12 GA GALV. S1ETL /B MT BRACKETS 21' LONG CAW. STEEL •7MCK GA AT 12' OA„ N DOOR OPNG AT 1B' O.C. ABOVE DOOR OPNG, iASIFNID TO TRACT( PULES CONNECTED TO CON. ANGLE W/ (27 1/4-20%5//BB 7RU" HE. W/ (S) SPOt WELDS AT FACED SIDE SLOTTED Y.B. k LlJCK NUT REVERSE TMCN CONIN Kt�NfGLE ANGLE LR� TG CONFRRM AND RE lm BLOCK ALTERNATE TRACK INSFJ�I CATION PRODUCT B592 DTIINd E1�A mu'! 02015 — B 98—OS 5 � Im Ire, DLL wnm 10 X 3 4 SYS (4) ia x 3/4- SMS _0 1-3/8" MOM ENDS AND 6-1/2- O.O.MAX, .175 . .062 ODD, GRODVE 1/4 POLYCARWKATE IFYAN W ' —[C INNOVATNE Pu81105' NOR 113-0717.01 DEEP X 3/4- .5 (B" FROM MW -112* O.C. WAX. �.#8 . 3/4- .1 318' FRoM ENDS AND 7" ... — — WISKvl —a . (.024) 61EEL MIN. Ili 11. 1. PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE 1.765 .44 025 L IE EXTERIOR FRAME RICID PVC ONE PIECE INJECTION INTERIOR FRAME RIGID PVC ONE PIECE INJECTION ��C�' IN INS A' 3071111----- WE � INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS X 3/4- SMS WINDOW UTES CAN BE IN ANY LOCATION IN DOOR SECTION FROM ENDS i .175 X .062 DEEP AND 4-1/2* D.C. 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