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HomeMy WebLinkAboutProduct Approval z RECEIVED MiAMDADE JUL 2 6 2019 itnA112I DADS COUNTY ST..Lucie County, PermittIP9 DUCT CONTROL SECTION 11805 Sw 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMWISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy DAB Door Company,Inc. FILE 12195 NW""'AvenuePY 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 Master Model 824/811 Steel Sectional Garage Door up to 9'-4"Wide w/ Window Lite Option(DP+50.0,-60.0 PSF) APPROVAL DOCUMENT:Drawing No.01-09 REV L,titled"Sectional Garage Dooe,sheets I through 5 of 5,dated 02/01/2001 and last revised on OCT 05,2017,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,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 IMPACTRATING:Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model 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 tv*OA 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#16-0330.02 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 Ishaq I.Chanda,P.E. MIAM4DADE CC+UNTY NOA No.17-1018.13 • e Expiration Date:August 9,2021 Approval Date:December 14,2017 o Page 1 DAB Door Company.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 01-09,titled"Sectional Garage Door'',sheets 1 through 5 of 5,dated 02/01/2001,with last revision K dated 03/21/2016,prepared by Ai-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TES'T'S "Submitted under NOA#09-0128.04" 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a D_AB 824 24 GA Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering& Testing,Inc,Test Reports No.HETI-08-2149A/B,dated 06/27/2008,signed and sealed by Candido F. Font,P.E. "Submitted raider NDA#09-0128.04 2. Test report of Tensile Test per ASTM E 8,Report No.HETI 08-T182,prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font,P.E. "Submitted under NOS( #01-0516.03" 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering &Testing,Inc.,Report No.HETI 01-974A,dated 01/2912001,signed and sealed by Hector M.Medina,P.E. 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry Resistance Test on"Sectional Residential Garage Door",prepared by Hurricane Engineering&Testing,Inc.,Report No.HETI 01-969,dated 01/18/2001, signed and sealed by Hector M. Medina,P.E. 5. 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. i. haq I.Chanda,P.E. Product Control Examiner NOA No.17-1018.13 Expiration Date:August 9,2021 Approval Date:December 14,2017 E-1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NDA#14-0814.04" 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. "Submitted under NOA#09-0128.04" 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MA.TEML CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics,for their Lexan Polycarbonate Sheet Products,approved on 12110/2015 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,for their Insulfoain 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 01/11/2017. 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. 15-1203.04,issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 03/17/2016 and expiring on 02/24/2021. "Submitted under NOA#05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc 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 1. Statement letter of code conformance to the 51 edition(2014)FBC and of no financial interest issued by AI-Farooq Corporation,dated 03/21/2016,signed and sealed by Javad Ahmad,P.E. Ishaq IL Chanda,P.E. Product Control Examiner NOA No.17-1018.13 Expiration Date:August 9,2021 Approval Date:December 14,2017 E-2 DAB Door Company..Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. 01-09 REV L,titled"Sectional Garage Door'', sheets 1 through 5 of 5,dated 02/01/2001 and last revised on OCT 05,2017,sheets 1 through 5 of 5,prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad,P.E. Note: This revision consist of editorial changes to comply with FBC 2017. B. CALCULATIONS 1. None C. QUALITY ASS11J ANCE 1. Miami Dade.Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0221.06,issued to Insulfnam,LLC,for their Insulfoam Expanded Polystyrene Insulation,expiring on 11/29/2021 2. Notice of Acceptance No. 16-1108.04,issued to Dyplast Products,LLC,for their Dyplast TSO-C1 Polvisocyanurate 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. 15-0915.05,issued to SABIC Innovative Plastics,for their Lexan Sheet Products,expiring on 07/17/2018. E. STATEMENTS 1. Statement letter of conformance to FBC 2014(51b Edition)and FBC 2017 (6th Edition), prepared by Al Farooq Corporation, dated 10/05/17,signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises NOA#16-0330.02,expiring 08/09/21. Ishaq L Chanda,P.E. Product Control Examiner NOA No.17-1018.13 Expiration Date:August 9,2021 Approval Date:December 14,2017 E-3 7-1/2'X 3'X.071'GALV.STEEL TOP FIXTURE 5-1/2'X 2-3/4'X 0.1' END ROLLER HINGE STEEL PLATE WITH ONE 5/15-18 MS W/NUT I W/(6)014 X 9/8'SMS—,".' �O�-� `�\ FASTEHED TO END 5ntF WITH OPTIONAL DOOR NEWER to I WITHOUT DELRON SLEEVE(BTO.) �\ (6)#14 X 3/4'SELF DRILLING SCREWS TO BE INSTALLED AT WITH DEUMN SLEEVE(OPTIONAL) t ctNfFR'STlLE S m a I 0 0 r CENTER STILE d A 0 0 Jt,H ♦ "I O�opR 1 7-1 f2'X 2-t/4"X 071' QALY.STEEL C HINGE. I Y t WIT(+)#14 K 5/8'SMS B • 1 `. VWITHDtSTRON SLEEVE(OPTIONAL) B IL' + LOCK it ftLMED 1'W X AS'THK.LATCH t RD LOCK SPRING SL)DE DOLT(BATH SIDES) FASTENED W/(4)114 X 1/2'S.M.S. I O 5/8'MIN.LOCK ENGAGEMENT `.C. NFORIAS TO SECTION 1008 REGARDING GgRAOT:DOORS DOOR HEtDHT CONSJSLS OF i ��\ ♦� \\ t -- .__..... j j a CTI WI N 6'-s' 2 SECTIONS fa"z SECD�tS 21' 158 DIA.CALV.AIRCRAFT TYPE i } ♦♦ e \• \�., .i —_- J V 7 n d'-9' 1 5ECT1oN 19" ]sECTI6rt5 2f' &NICA-PRESS SLEEVE 1 r %♦ OPTLONAI,Vf:M ---A O O V n Y ♦SECTIONS 2i'- W M90.5 TO 1 SAFETY FACTOR i J (3)S'WOE AT 7'O.C.WAX. OPTIONAL FLUSH FAC£ p z - - I 0 i ♦ OPENING AREA NOT TO EXCEED [COLONIAL.OESX#IWOOD CRAAIN DESIGN j�1120 SO.94, rn m 7- 5 SECTIONS is,- B'X 3'X 0.1' 1 t f 7'-9' 4 Wfidiis ta't SECDat 21' STEEL P4QE \ ll ♦♦ tr i ��♦ MAX.DOOR WIDTH N °' a' 3 SECTIONS 1e z sEcnoNs zt` WITH(2)114 X 5/8"SMS `. ° • o 6 3" 2 SECTfOMS ta'3 SECTIONS 21' \ ♦♦ .,• r`��i 9'-4' �--="_-=� �=�1 W-8` 1 SECTION 18" 4 SECTIONS 27' '"'-`✓ `-- i 8'-91 3 S TIONS 21`- BRACKET BRACKET INSIDE ELEVATION DAD DOORS LNC. S' 6 slx7i01L5 IV- STD. LIFT DOOR LAW HEADROOM RAISED PANEL EMBOSSED DOOR Hurricane Moster'B Made! 824/811 9'-3' 5 SECro=IV t SECII011 21' DOOR OPTION i J e'-s" 4 SECTIONS IV a S1iFON.S 21- Max. Size 9'-4" X 18'-0' High 9'-9" 3 SECTIONS 16`3 SECTIONS 2121' 7-7 6`X 3-1/8`X.010' With Window Ute Option 1^ STEEL PLATE #14 K 3/4'SELF DRILLING SCREWS TO—FS—MMM IV 4 SECTIQMS 2t' IN LIEU OF#14 X 5/8'SMS ol• I 10-3 t SECTION IV 5 SECTIONS 21 STILE YFTH(4)#t4 X 3/4'SDs »_. - DESIGN PRESSURE RATING g + 50.0 PSF ta'-6' 6 SECTKM 2t`- OUTSIDE t�����p�� ��t'1TC� - 60.0 PSF niU d SECTIONS 16'1 SECTION 21' 1i:ENER .L .�.hNd 11' s SECTIONS IV 2 SECAM 21" TIANDtE END SRLE 1.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ! m$ 4 SECTIONS ta' SECTIONS 21' t Dow TFSYED IN ACCORDAIICE WITH THE REQUIREMENTS OF FIORU i REOUIREME•NTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE TAS-202,7AS-201&TAS-203 FOR HVHZ AND i n} it•-a' 3 500fOUs ta'ti�SECVOts-21' BUILDING CODE INCLUDING HIGH YELOCTTY HURRICANE ZONE(HVHZ). ASTM Et8s6-OS/ASTM Et DSe-09, j.. It•-9• 2 sECTIONs IV a SE"is 21• Hn n LOCK HAD GN EN 2.ANCHORS StiW.l.HE CORROSION RTSISTANi, SPACED AS SHOWN ON DETAILS m - t- 1 SECTKWS 21"if SECTIONS 21 INSTALLED ON ENO STILE �H - .gj jje 1Y-3• 7 SECTIONS IV- WITH(4) ►14 X 5/8'SMS AND INSTALLED PER BEYOND INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THIS PRODUCT IS RATED FOR LARGE tJJSSILE IMPACT W g ��g i2`-8` 8 SECTIONS te'2 SECTIONS 21" � Q MATERIA!.SfIAU.BE BEYOND WALL ORfS5I�iG OR STUCCO. 12'-9 5 Samous IV 3 SECTIONS 21• AST X.6W LOCK BAR 3,A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 111111 ' 13' 4 STZRONS IV 4 S£MONS 21' ENGAGES IN TRACK ttt b!! 13'-3' 3 SECTUM 13"a SUITIONS 21' ON EACH SIDE OF DOOR 4.MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT 13'-6'- 2 SECTIONS 18 6:m2t' CAME INTO CONTACT WITH OTHER DISSIMILAR MAT96ALS SHALL MEET THE y,,.•• C ,. .t.- �����,� .•:,, ♦i�� _ t3'-9" 1 SECTION ta' 7 SEctI0N5 2f' OUTSIDE KEYED LOCK (OPTIOMQ REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE&ADOPTED STANDARDS, k, ti, C- ) ,r'\1G J '''",• .+ 4 4 14' a SECTK7NS 21 - LOCK BAR LACKING SHOWN 5.THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 1� 14'-3' a SBCa0N5 18'3 SECTIONS 21• ALTERNATE TO SPRING LOADED SUDE HOLT FOR A SITE SPECIFIC PROJECT,T.e, UFE SAFETY OF THIS PRODUCT,ADEQUACY 14'-6' 5 SMIMNS 18'4 SECfIt)NS 21' LOCKS SHOWN ABOVE OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR !'Jwkb em :'GT•' I 4 SECTIONS 1e1 s SECTIONS 21' WATER INFILTRATION RESISTANCE ETC. ��. s'6►tie TtFoelia d 'B' X '� �t Is' 3 SECTIONS fa"s SECTIaNS 27 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO HE ANALYZED SEPARATELY, Aasp.noepQl7^l4! 15'-3' 2 t Eetrons te'7 SECi1m 2t AND TO BE REVIEWED BY BUILDING CFFlCW 81i1T4td4o}Lh c 13 ST Of drawing no. 1s-d" 1 BECKON 18 a SE--2t' 6.MANUF'ACTURER'S LABEL SHALL.BE LOCATED ON A READILY VISIBLE LOCATION � � .� •A, \ O,-09 15•-9' 9 SECR 21`- IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. 8' r /Y71 11 6heat of s 14V .d SECIWNs td"4 St�Tlt>ti9 21' LABELING TO COMPLY WITH SECTION 1709.9.2. K+ r t i.tttt 24 CA STEEL PANEL 3/16'ALUM RvETS FLAPS BENT OVER PANEL I s 7 .024•srl_PANEL 1/Y PUNCHED HOLES O 3 ®4.O.C. 4f=�. OUTSIDE OF 0001 1 z zQe�p 4 tQ�Q 1 v�+r17Cj It Ft STEEL TRACK BRACKET FASTENED SOLD BRA' DOOR VIEWER N TO 6006 JAMB WITH LA B( 'SCHLAGE SECURITY HARDiNARE ° (NLLY MD DIA.SCREW INSTALLED IN 9/18' DIA. HOLES IN CENTER STILE ENO STILE ONE PER BRACKET POSITIONED AT EYE LEVEL Q OPTIONAL STOP MOULDING ANCHORS AT TRACK H$�I,", P Q BY DOOR INSTALLER A) 31$DIA. POWER-86LT BY'POWERS' I" M FOR CONNECTION OF WOOD BUCK M R TO MASONRY SEE NOTE ON SHEET 4 2MIN.EMBED INTO CONCRETE 0�C per` X14 X 5/8•SMS 1-7/8'MIN_MCC DISTANCE pp Q M 8 PER HINGE 3/4'X 2'X 2-1/ X 18 GA STEEL p 4L ENO STILE.CONNECT TO PANELS 6RN B} /d DLe. H .vmrt BY'N TY ;E j5 c m SOLRH 1 PINE 1/2-X 1-3/4'X.059'FORMED STEEL FLIPS AND 3/16'AWM RIVETS 1-1/C MIN. EM9EO INTO CONCRETE OR FILLED BLOCK Q pI v N GLUED TO PANEL AND SECURED,TO SEE MAIL ABOVE 1-5/6"MIN. EDGE DISWCE INTO CONCRETEOZ5 SIG. �. ST:! END S LLE WITH 3/16'POP RIVETS&12.O.C. 4'MIN.EDGE DISTANCE INTO FILLED BLOCK 1- z C7 N 1-7/8"X 2-5/8'X.045`STEEL EDGE CONCRETE I%-3000 PSI MIN. cn I � CENTER STIM GLUED AND RNETID HEDGE C-90 GROUT FILLED BLOCK I'm-2000 PSI NLN. " i TO PANEL W/(4)3/16 RIVETS 1 1/2"MIN. i POP l�lETS ,.a`;.: (0__ /t4 X 5/e"S.M.S. L-3/l6 I410BUCttiE{t�pp HWOE e�•..� a S, so v116rieFlwmh a.._.. -........... _.._-._...._.._______-_. __...-.._.-_--- 1-3 ._ AcsePfuu N6 l7^l O j •\3 �t 3/16 i ,.- Oar L j ti q pwf �c P L ANCHOR TYPE A OR B 1.9*X 2.19'X 3.3'X.1O2" L.(1)PER ` B STEEL TRACK BRACKETS SEE SHEET 3 FOR BRACKET SPACIRC ,u ` SEE SHEET 3 FOR SPACING m ' f 1 1/4-20 SS BOLT&NUT c Ea k 2Q�9ryry~S 7-11r X.071'GALV. CENTER NJNGE 7-1/2"X 3"X.071' .�............ 7/18'PUSHNUTy -SECTION B-8 ENO ROLLER HINGE 41t 11171/lrll. ' - 1 INSTALLED ON ROLLER SHAFT INTERTUR SIDE 1.82'DA.x.SC STEEL ROLLERS(STD.) `` 4 taEEL TX 2 1/8'X 1'(STANDARD) 1.82•DIA.X.50`NYLON ROLLERS(OPTIONAL) 12 GA X 3-S/16•X 1-1 (OPitONAt} 2.75'oYl X.SO-STEEL ROLLERS(OPTIONAL) FASTENED TO TRACK PLATES 2.75'DIA,X SO'NYLON ROLLERS (OTni ) - W/1/4-20 11.11/8`TRUSS H0. .'" SLOTTED N.S. I.00JC NUT OF droving no. 01—as �/1 IALHt,� sheet 2 of 5 2' POP RNETS 5/16,X t-5/B'LAG SCREWS INTO WOOD OR 2 X"/T8 "HORJ2.AHOLE FF-- 2-3/4'X 5-1/2•X 3•X.104' / NOA,L TRACK SUPPORT, SPOT O HDR¢.TRACK 5/18°SLEEVE ANCHORS CENTER SUPPORT REOD.ON DOOM tOP'�`�' WTfH 1-1/4'EM8111 INTO MASONRY EX IND 8 FT.IN FTOCRIT WtTF1 TWO WELDS A7 1-t/2'APART (a -- TOP Tt�1.FA BRACKET ON EACH SLOE 3 PER BRACKET FIRST AT 3'O.C. �V FASTENED w/(s)/ 14 x s/a•S.M.S. - i i f A--._� REST AT s•D.c. CONNECTED To Fuc 1TRACKLT ANOtE 090 THK.OA1.V.STEEL ADJUSTABLE W 3/8-18 X 3/4'BOLT 8 NIT y SUDS FASTENED 1O BRACKET 2-1/2'X 4-1/4'X 13 GA.SIEfl.PLATES - AND TO SPRING SWIFT lAJEO^c WR1T �+ M/5/18-18 X 3/4°-HU HEAD _ _ WELDED TO 1-1/2'X t-1Ji X 14 OA.ANOLE -- € A�-J (2) 1/4-20 k 5/8•BOLT k NUT M.SCREWS&EUTS. FASTENED TO TRACK -.-� q �' WITH(4) 1/4-20 SS.BIDLT&NUTS12' e O TOP BRACKET H0t82 TRACK LENGTH OPENING HEIGHT PLUS _"( "(STANDARO) t TOP BRACKET (0/ROFtAL} VERTICAL TRACK LOW HEADROOM D00 14 GA fTALV.STEEL.TRACK 2-1/8'X t"X.080'" d ' HORIZONTAL REINFORCEMENT SECTION A-A = 1/2•X 1-3/4•X A59' TE FORMED STEfJ. 2•X 5-16PiV E04' CLUED TO PANEL AND FASTENED TO /V. �i a _ YERDCliL 571LE5 WITH FASTENED W/(4} 14 XBR�SCKET FOR t (2)3/16'POP RNEIS TOP f I 4 z LOW EiE46R00M DOOR OPTION I n DOOR •SECTION MGHTS BRRCKEF PLACEMENTS ' HORIZONTAL REINFORCEMEENT '' HEIGHT 1ST 2ND 3RD 4TH 5TH 81 82 83 84 B5 B8 B7 I 68 1/2•x 1-3/4"X.059'FORMED STEEL i I 8'-0' 18'16. 1B'18° /A 1'TO Z'T1-3J4 2S' 34' 45• 58° 67' QQ gg GLUED TO PANEL AND FASTENED TO i m. ...... - GLUED T STILES PANE AN 21'18' 18"21"N/A 1'TO 2'11-3/4• 23' 54• 45' S8°M_6T (2)3/16'POP RNETS i ! 7'-0" 21.21'21.27" /A 1'TO 2"it-3J4" 2S" 34' 45" 58" 67° - �N s/1s"MEEDNc Rte r-s• ts°16• is IS ts"t'TO 2"71-3/4• 23• 34• 45• ss° s7• 7a-1/4' n 8'-0' 21"18'Ila"18" 21.1'TO 2'tt-3/4" 23` 34' 45" 56• 6T� 78-1%4" p LE12'DIA.X.SO•ROLLERS •-SECT10N5 ARE NUMBERED STARTING AT THE BOTTOM n •W/.44 DIA.X 4-1/4•STEM i= FOR DOORS MORE THAN 8 FT.HIGH, USE ADDITIONAL TRACE( BRACKETS AT 10'O.C. �'i i 0 OPTIONAL NWLATIONS: m' 1.9'k 2.19'X 3.3'x .090• raop" � O Q� BY'D AST PRODUCTS NLG• m� �aml fwiti Ra FkeYh C ' ISO-25 POLY-ISOCYANURATE _t.,.."'."....... STEEL TRACK BRACKETS AxcsFtA�a Ns rt"16� '13 • DENS"-2.0 PCF � � i � 22--33/10.MGMNNEGIED TO TRACK WITH � �•-� 2 -�,O 6�i 4Gi gi N. N.OA/16-1106.04 () 1 _ - ) t/4•BOLTS&NUTS +t (, o `z G, _ CELCDFDAM NORTH AUF3IICA' I j �7c .F - DENSITY. ,.03 PCF m a N.OA#15-1203.04 Q Ln p c OR N O F 'M4®FOAM 1 ........... ........... .. DENSITY 0.92 PCFY�- .......... NAA 117-0221.06 e In a 14 M GALV.STEEL ROLLER HRtC[S FAS,Q7ED W/(4)014 X SJ8"SMS MIN,.024 ROLL FORMED STEEL PANES. DRAWING QUALITY G-40 MIN,YIELD SIRENOTH®34 KSI v EI —WITH PRIMER AND BAKED-ON IRACK CONFIGURATION POLYSTER FAINTED TOP COAT t • APPLIED TO BOTH SOBS OF SIM. 9 � ' I o� VERTICAL UFT HIGH LI fT STANDARD LIFT J,QW HF6(1R001A m DOUBLE TRACK m $ ^ a - - AVAILABLE TRACK OPTION12 S 11f 11�„T T ` BOTTTOOM BRAVO STEEL W/(4)+14 X S/B"SMS r _ � •• �� q O BOTTOM SEAL OPTIONS 1 SEE SHEET 4 'N t�^(y'•. a OF drawing no. SECTION A-A � �� R1•rG `, sheet 3 of 5 3 4• REINFORCEMENT X 1EMEM I4. 1 2R'EDX iS 3�/t4,•X,098' E �. DIST.. /8%t' SECT DRILLING SCREWS x+ t-1/2"MIN. OR SELF iDRA•TRIO AWS Z m t E DIST. I 3/18`'RIVE%'STEEL RIVETS OR \ ` ¢ kULTIGRiP W/ADDYE�ffEAD 3/18•'RM STEEL RIVETS Q °� Ps 11 MULTIGMP W/DOME HEAD M' y 4 l 'OR�Ml7NT AT 48"O.G d y 7/2•x t-3/4•X STEEL i 1/4'DIA LAG SCREWS i/4 Dtk LAG SCREWS FORMED STEEL ITL+ pt 28Y B I AT 8'FROM ENDS 2p IX D AT 8'FROM ENDS AND 19'D.C.MAX I L AND 19•Q.C,MAX. YPSTRIP ADAPTERI" ALUMINUMWSTRIP ADAPTER C $ STEEL Q Li O 'A O a t qqq- 'RUBBER VfSIRtE'PtNO : RU56ER VPSTRIPPtNC Lf—O .535 .700 .040 t(.o W--1.760--�I 1.790 pRppOCE NEVIS" atrnaplyi¢8aii�rhe fiari4 DiDTTOM SEAL OPTIONS BeEClaecode �+ DPTION `A' DPT10N 'B` AE T-D •if ' WOOD BUCK CONNECTION TO WOOD SlJ6STRATE (WOOD SPECIFIC GRAVITY SO-0.55 MiN) P o o Lo THE INSTALLATION METHODS SHOWN AB04 SHOWS 2x6 SVP WOOD SUCK A7TACHMENT ae1 Gb1d 10 TO WOOD STRUCTIAMS.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN M ac WILL BEREQUIREDREQUIRED FOR DESIGN OF CvSRAGE DOOR ANCHORAGE. C E.. - FOR DOREPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE ANC14OR SPACING O<tL VERIFIED AM APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION, ANCHORS STRUCTURE. EMEtEo SPACOIG EDGE GIST: e 3 8 tI_C 5 EVE BY F7LT CONI, t-i 4 8' 1-5 B Eto G•_ 3 B'HLC SLEEVE 6! HIL t-! 4 0� 0 r 3 DYNABOLT BY'3tYP CONI. t-t 2 8' 2' ©€U g`o.i Sita�. 318"DYNABOLT BY nun BLOCK t-I 2-1 4 0 N,y a 5/16'X t-5/8' 3 8 POWER-BOLT BY C9NC. i-7 8 0 Z !AD SCREWS MUST SUPPORT THE LOADS IMPOSED yt(p .4 . gY DQOkj { 3 8' - BY CONI. i-t 8' t-7 8 N; �6 m v AT 12 O.C. , CONCRETE Pc®3000 PSI MIN. N o _ 5/16"DA BOL15 c_eo CROUP FILLED BLOCK Fm-MOD PSI MIN. WOOD BUCK CONNECTION TO MASONRY 'a". WITH WASHER eE NUT c �,:• �. AT t2'D.C.[dNF. EDGE GIST. ' 9 PRESSURE TREATED 2X6 SYP WOOD�KUBS WHICH SHALL BE ANCHORED 10 �-�I1 ` GROUTED REINFORCED MASONRY BLOCK WALL OR CONI_COLUMN WTM 1/4'UI,t'RACON BY'ELCO'WITH SPACING OF ` ( ' E 18"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MIN.EMBED 16'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 2-1/2'ON.EDGE DISTANCE 1 1-1/4'X 2-t X 14 CA 1-i/Z° q1-//2" ••••"..•.•-CONY.STEEL AlCLE 1-1/2' I/4"TAPPER BY*POWERS'WITH SPACING OF E4 14`O.G UNTO GROUT FILLED BLOCK WALL WITH t-7//2'MR EMSED -_- 12 Gk GAO.STEEL -_...-.- 18'O.C.INTO 30M PSI CONCRETE,WHH 1-3/4`' EMSED 1/16'X 2-I/2 MT BRACKETS*W LONG 2�p-�t� X t"X 14 QA 3"MIN.EDGE OISTANCE FILLET tYELDS AT 12'O.C.IN DOOR OPNG. -FASTENEDRACK C 7RkClC PLATES 3/8•CONFLEX BY'ELCO'OR AT 12"O.C.MAY. AT TS'D.C.ABOVE DOOR OPNO. W/E2j 1/4-20x5!8"TRUSS HIM 3/8'tDT BY'TVP WTH SPACING OF CONNECTED TO CANT.ANGLE SLOTTED iA.S k LOCK NUT P. O.C.IMO 3000 PSI CONCRETE.WITH 2-1/2"MIK LIMBED /()SPOT WELDS AT EAd.N SIDE 2'MIN,EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTNf IS ANGLE TRACK TO WOOD BUCK TO CON.R AND FI1FO R. K_ 3/8'NLC SIFEVE BY'HILTS'wl'fH SPACING OF �-S�• - 'S 8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1V�4'MN.EMBED,4'ON.EDGE DIST. It 18'O.C.INTO WOO PSI CONCRETE,WITH 1-1/4'OLIN.EMBED AND -" 2-1/2'ON.EDGE DISTANCE ALTERNATE TRACK INSTFLIATION PREPARATION OF JAMBS BY OTHERS �` :<0 FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHTECT M YERIF'l ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR 5YSTEL. a L? FOR DOOR REPLACEMENT N RETROFIT BUILDINGS WITH NO ENORNEER OF RECORD.DOOR INSTALLATION MAY BE RENEWED AND APPROVED BY BUILDING OFFICUA,UPON INSPECTION, OF P�yy`� drawing no. MAXIMUM EXTERIOR(+)TOAD PER JAMB m (9.33'x 50 PSF)/2-233.3 Lbs per FL t Q''•�.t ��� 01-09 MAXIMUM INTMR(-)WAD PER AHA-(9.33'X 60 PSF)/2-279.9 Lha per Fl. Pirj11 7717``` Sheet 4 of 5 +�PLASTIC COMPLIES WITH -500 DOOR PANEL CHAPTER 26 OF FBC 24 GA.(.024)STEEL Mev, SEE EADENCE.PAGE Z x { It.769 1.725 7/16'DLA.WASHER 1 . / 1.144 a r g6 X 3/4 SMS 21 {/q'��; 1 t t A 3/9 FROM ENS MAX. .176 :`�- •600 E �.:.i i 's`.ii k i ANO 7°O.C.MAx. WDW.WIDTH E?TER[OR FRAFtE INTERIOR FRAME 1,1. 18 118' =10 PVC ONE PIECE INJECTION IRIGID PVC ONE PIECE INJECTION 1 (4) /6 X 3/4SMS x p MAX. z 01 s I i .. i •,,,• 0 1-3/8'FROM ENDS e D.L.O. g AND 6-1/2"O.C.WY- i iij 1 -„•i o ! b1 i A r ?tl! 175 X.062 DEEP Y 3 i 1 GROOVE f jr N Nll Til Oen IEiI fl. f- p V e it j! 1/4;ROLYCARfiONATE LCM _ByNOA X76-0910VVAM E PLASTICS' till 08 ED ,���� Z b 1 R �i 0 0z LJ ED E�rn_v !.' r kill l ti as ED with elm fui :i i 179 X.062 DEEP ( sg� s h i GROOVE _ eu.vt+�a i z _ is I c ................................................_.:-- .:...._..... ..........� ....�.W_......._.: :_ < '��S5 iE�r� f: S N ' _.� INSIDE ELEVATION —a I I! j (4)#8 X 3/4"SMS RkO ��' a t—ye"FROM ENDS all RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS n i j:; I /mum 6-1fz`D.C.a+�c. ,-� WINDOW UTES CAN BE IN ANY LOCATION IN DOOR SECTION g (T I _ F „v 8 X 3f4'SMS �.,../ a fS 31/8'fT2OM ENDS 175 X.062 DEEP AND 4-1/2"O.C.MAX. f;;E00VE o o .._.w-.T_............._.._.._.._.._....... b0 S Y >I8 X 314"SMS J �-0 3/8"FROM ENDS AND 7"O.G.MAX. � - ♦�vl � . 7116"DIA.WASHER ___. _ .• '~ DOOR PAN EL �~ � •Q DOOR PANEL 24 GA(.024)MM MIN. 15/16'MtN. DEXTE�RiOR '�� '•�` ....... OF &ro ng no. 24 GA(.024)STEEL MIN. CLA2N1ti SITE � i~ ��%• ��� '"....— ,,. 01-09 WINDOW WIDTH A `Sf11tA1. ,�• X111 111111" sheet 5 5