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HomeMy WebLinkAboutProduct Approval RECEIVED MIAM�M�E ARAlffi-DADE COUNTY MAY 3 L.018 PRODUCT CONTROL SECTION 11805 SW 26 Street.,Room 208 DEPARTMENT OF REGUI.AT �`ANDcRCCMM1e ttiCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADIYIINIS ION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy DAB Door Company,-Inc. 12195 NW 984 Avenue Hialeah Gardens,FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The docurnentation 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 T-4"Wide w/ Window Lite Option (DP+50.0,-60.0 PSF) APPROVAL DOCUMENT: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,prepared by Al-Farooq Corporation,signed and sealed by favad 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 IMPACT RATING:Large and Small Missile Impact Resistant LABEL-LNG: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 doors side track, bottom angle, or inner surface of a panel. REN WAL 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. TER1VIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the UJ 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. ADVERTISENJ ENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the exTiration 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 4 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. NOA No. 17-1018.13 rnaru•oane c !UN Expiration Date:August 9,2021 Approval Date:December 14,2017 Page 1 \AO DAB Door Company,Inc. NOTICE Or ACCEPTANCE: EVIDENCE SUBMITTED 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 Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TEST S "Submitued 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 DAB 824 24 GA Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2149AB, dated 06/27/2008, signed and sealed by Candido F. Font,P.E. "Submitted under NOA 9 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 12/23/20080, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 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 01/29/2401, 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.,ReportNo. 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. 9haq 1.Chaada,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 1VOA #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. "Suhmitted under NOA #09-0128.04" 2. ALchor 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. Miani-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS I 1. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plasiics,for their Lexan Polycarbonate Sheet Products,approved on 12/10/2015 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 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC,for their Dyplast ISO-Ci 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. "Submitied under 1V0 4 #05-0228.02 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G 15 5 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"R HAU 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. STATE117ENTS 1. Statement letter of code conformance to the 51 edition(2014)FBC and of no financial interest issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad Ahmad,P.E. Ishaq 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 SLB 2. New Evidencti 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 Ai- 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 ASSUP.ANCE 1. Miami Dade.Depat�ent of Regulatory and Economic Resources D. MATERIA-L CERTIFICATIONS 1. Notice of Acceptance No. 17-0221.06,issued to Insulfoam,LLC, for their Insulfoam Expanded Polystyrene Insulation,expiring.on 11/2912022- 2. Notice of Acceptance No. 16-1108.04; issued to Dyplast Products, LLC, for their Dyplast ISO-Cl Polyisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 15-1203.04, issued to Cel1of6am North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. 4. Notice of Acceptance No. 15-4915.08, issued to SABIC Innovative Plastics,for their -Lexan Sheet Products, expiring on 07117/2.0 18. E. S'TATE'N.;IN TS 1. Statement letter of conformance to FBC 2014 (51h Edition) and FBC 201-71 (61h 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. . 4 �.- Ishaq I_Chander,P.E. P-roduct 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'GLV. STEEL - TOP FIXTURE 5-1/2'X 2-3/4'X 0.1' �V o END ROLLER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/NUT ,�® FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER W/(6)f14 X 5/8'SMS �j WITHOUT DEUTON SLEEVE(STD.) \`�� (e)i14 X J/4'SELF DRILLING SCREWS TO BE INSTALLED AT _ WITH DELRON SLEEVE(OPTIONAL) CENTER�� CENTERSTILE Vl ] 0 09 i O® O LF A c2 IL it 0 CCS to ti Y C o 1 oZ^� 7-1/2"X2-1/4'x.071• ;_- --- --- I --- 'm Od� 1 e GALV. STEEL C HINGE- �! �i I 0 el E O N W/(4)+14 X 5/8• SMS - B C Z G \\ WITH DELRON SLEEVE(OPTIONAL) a $ o N S LOCKm S ,T 2 DOOR NeQ W f / - I 0 0 1 1 1 1'W X.15'THK. LATCH N m ' STANDARD LOCK ` r _ m m .• \\ SPRING LOADED SLIDE BOLT(BOTH SIDES) FASTENED W/(4) f14 X 1/2'S.M.S. /' — 0 Y2 {4 -- 5/8'MIN.LACK ENGAGEMENT o c O CONFORMS TO SECTION 1000 REGARDING CA1RAeE DOORS V1 C j N 0a� ®` -- Emco DOOR HEKW CONSISTS OF \ \ , Q Co v I 6'-6' 2 SECTIONS 18'2 SECTIONS 21' .158 DIA.GMLV.AIRCRAFT TYPE i, `\ 'J ® \\ L. A O L 3 0 _ OPRONAL VENT e Y, 4 SECTIONS is" 3 SECTIONS 21" W/C E 5 TO I M FACTO t� i i (3) 5'WIDE AT 7'O.C. MAX. OPTIONAL FLUSH FACE F-j 0 Z 1 • I i OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN w r 8 SECTIONS 18 - 11 T 1 120 SO. IN. [COLONIAL DESIGN (/1m oe j 7'-9' 4 SECTIONS 18 1 SECTION Z1 B'X 3'X 0.1• I , \ / Q N o {!3i STEEL PLATE \ U i \ M MAIL DOOR WIDTH 0 =7 8' 3 SECnONS te"2 SECTIONS 21' WITH (2)f14 X 5/8'SMS e J e , 9'-4• 0 e'-3' 2 SECTIONS is,3 SECTIONS 2I' 8'-6' 1 SECTION 18' 4 SECTIONS 21' -- 1 8'-9' 6 SECTIONS 21'- BRACKET BRACKET INSIDE ELEVATION DAB DOORS INC. ) 9' a SECTIONS te"- - STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR Hurricane Master®Model 824/811 ! 9'-3" .5 SECTIONS le•t SECTION 21' DOOR OPTION Max. Size 9'-4' X 16'-0" High ai 3i A i 9•-6' 4 SECIIM 18'2 SECTIONS 2t• 7-7 8'x 3-1/8'x.Oto' With Window Lite Option ^ ' 3 SECTIONS is'3 SECTIONS 21' �� /' - /14 X 3/4•SELF DRILLING SCREWS MAY BE USED €€ N I 10' 2 SECTIONS le'4 SECTNX+S 21' IN LIEU OF}14 X 5/8•SMS W W 10'-3' 1 SECTION 18' 5 SECTIONS 21' CENTER STILE YRIF1(4)f14 X3/4'sos DESIGN PRESSURE RATING = + 50.0 PSF S R to-a a SECTIONS zt'- OUTSIDE GENERAL NOTES - 60.0 PSF ,a l0-9' 6 SECTIONS 15"1 SECTION 21' a i o 11• 5 SECTIONS te"2 SECTIONS 21• HANDLE END STILE 1. THUS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE POOR TESTED W ACCORDANCE WITH THE REQUatEMENIS OF FLORIDA z z Ill-31 4 SECTIONS te'3 sl:cnONs 21' REQUIREMENTS OF THE 2014(51H EDITION)/2017 (BIH EDITION) FLORIDA BUILDING.CODE,TAS-202,TAS-201 A,TAS-203 FOR HM¢AND 1 t'-6• 3 SECTIONS 1e'4 SECTIONS 21' BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ASTM EIWG-05 ASTM E1996-09. 1 T'-9' 2 SECTIONS 18'5 SECTIONS 21' LDCK BAR GUIDES 2.ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS o f n 1Y 1 SECTIONS 18'a SECnONS 21" INSTALLED ON END STILE 2 O`a,S 1Y-' 7 SECTIONS 21'- WITH (4) 114 X 5/8'SMS AND INSTALLED PER MANUF"S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 12'-8' .6 SECTIONS 18'12 SECTIONS 21' MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. L a: - 12•-9• [41 NS 1E'3 SECTIONS 21' QtBT X 6W LOCK BAR 3.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 11U111 C 13• NS 18'4 SECTIONS 2t' ENGAGES IN TRACK I/, ON EACH SIDE OF DOOR 4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT \ 1 =3' NS t8's secnoNs 21' COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ,• ;3 7 `�� 13'-8• S 18•a SECTIONS ••••••13•-9• is" 7 SECTIONS 21• OUTSIDE KEYED LOCK (OPTIONAL) REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE& ADOPTED STANDARDS. _�# :j v=1i \>C 41C NS 21'- LOCK BAR LOCKING SHOWN 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 14'-3' NS te•3 SECTIONS 21" ALTERNATE TO SPRING LOADED SLIDE BOLT FOR A SITE SPECIFIQ PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACYRpbDC •714'-e' NS 1e'4 gEcnOrs 21 LOCKS SHOWN ABOVE - OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FORsapt>rlea„*yTie Pkrria�WATER INFILTRATION RESISTANCE ETC.14'-9' CTIONS 18'S SECTIONS 21' &".#6d. ' 16' 3 SECTIONS le'a SECTIONS 21' CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, A"-paue N.17-/018.13 �j 15-3' 2 9ECTIONs 1e'7 SECTIONS 21' AND TO BE REVIEWED BY BUILDING OFFICIAL. Lll*miee hlc p ST EOf •' `: drawing no. 15'-8' 1 SECTION 18” 8 SECT=ORS 2t' 6.MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATIONZ/ ' '• ���•' 0 X09 15'-9• 9 SEenma 2t'- IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. 1y1 'OSS/TF F AL� ``\ sheet 'I of 5 16' a SECTIONS 18-14 SECTIONS.21' LABELING TO COMPLY WITH SECTION 1709.9.2. i l (� 24 GA. STEEL PANEL r 7 V m 3/16"ALUM RIVETS � 0 n f FLAPS BENT OVER PANEL 1 d 0 °N`10e 1 + N OLES .024"STL PANEL - 1/2'PUNCHEDED 4H D.C. I V O Z OUTSIDE OF DOO L 0 IL SOV O)to v I IY l�z N Q W 1 WN— O 1 Z O y� W M F F r 0 IJ STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER n TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' 5/16"X 1-5/9'LAC SCREW INSTALLED IN 9/16" DIA HOLES IN CENTER STILE I m (FULLY THREADED) POSITIONED AT EYE LEVEL END Sf1LE 0 �' ONE PER BRACKET p _ ANCHORS AT TRACR BRACKET: r °0 0 OPTIONAL STOP MOULDING p p M FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER Al Ve"DIA POWER-BOLT BY'POWERS' W M 2'WN. EMBED INTO CONCRETE U ai M TO MASONRY SEE NOTE ON SHEET 4 1-7/8'MIN. EDGE DISTANCE C 4 '14 X 5/9'SMS 3/4"%2"X 2-1/2'X 18 GA. STEEL < at 6 PER HINGE END STILE.CONNECT TO PANELS WITH B ) �/9'DIA H r SLEEVE BY'Hn TY E.. m 1/2'X 1-3/4'X.059'FORMED STEEL FLIPS AND 3/16"ALUM RIVETS 1-1/4'MIN. EMBED INTO CONCRETE OR FILLED BLOCK Q 0 G, m N SOUTHERN PINE GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/3" MIN. EDGE DISTANCE INTO CONCRETE Z U I 0.55 S.C. MST.: END STILE WITH 3/16'POP RIVETS O 12.O.C. _ 4'WN. EDGE DISTANCE INTO FILLED BLOCK 0 O 3�N Z Y 7. °' 1-7/8'%2-5/8'X .045"STEEL EDGE CONCRETE V. 3000 P51 MIN. U) N So m • CENTER STILE,GLUED AND RIVETED C-90 GROUT FILLED BLOCK f'm-2000 PSI MIN. OD m d TO PANEL W/(4)3/18'RNETS DISTANCE Q N.0 1 1/2"MIN. I POP RNETS 0 _12 °' IROW1C IT REVtiFJ { 1 I 4/4H HINGE 8"S.M.S. . .+Ii_3/1.6 0 AwesWce No �^IO T 9•�� 1-3/16"I llgit716�0ate 2 E E E �" ,ad.etCMlp.1 0 ANCHOR TYPE A OR B b' o 1.9"X 2.19"X 3.3"X.102" (1)PER BRACKET STEEL TRACK BRACKETS SEE SHEET 3 FOR BRACKET SPACING U U F SEE SHEET 3 FOR7EL m a oi�i Pew ' 3 1/4-20 SS BOLT&NUT u e { 0 0$ ^ 7-1/2"X.071' CENTER HINGE 7-1/2'X 3"X .071" SECTION B-B END ROLLER HINGE 7/16'PUSHNUT `1M111111111/tfYV I TALLED ON ROLLER SHAFT INTERIOR SIDE 1.82' DIA X .50' STEEL ROLLERS(STD.) 1.82"DIA.X.50'NYLON ROLLERS (OPTIONAL) �� o I 1"(srANIARD) =2.75,DIA X .50'STEEL ROLLERS (OPTIONAL)1-1/2".(OPTIONAL) FASTENED TO TRACK PLATES 2.75"MAX.50"NYLON ROLLERS (OPTIONAL) W/1/4-20 X 5/8'TRUSS HD. WITH 5'STEM ' SLOTTED M.S.@ LOCK NUT •• � S TE OF •�((F` drawing no. - ALEt�. L7 711111// sheat 2 of 5 POP RNE75 2 X 2 X 1/8"HORR.ANGLE (/�� m 2^ - 5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HOR1Z. TRACK V a 2-3/4"X 5-1/2"X 3'X.104" 5/16"SLEEVE ANCHORS CENTER SUPPORT REDD. ON DOORS WITH TWO WELDS AT 1-1/2"APART /11� a CALV.STEEL WTT}1 1-1/4' EMBED INiO MASONRY EX�EEDING 8 FT. IN HE] FIRST AT 3'O.C. X11 I 7-1 TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II _ FASTENED W/(6)114 X 5/8"S.M.S. _ _ 11 A REST AT 9'O.C. CONNECTED TO FLAG BRACKET ANGLE m W % .090 THK.GALV,STEEL ADJUSTABLE W/3/8-I6 X 3/4'BOLT k NUT 0 H m SLIDE FASTENED TO BRACKET 2-1/2'X 4-1/4"X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH Z W/5/16-18 X 3/4"HEX HEAD WELDED TO 1-1/2'X 1-1/2"X 14 GA ANGLE -- A—J (2) t/4-20 X 5/8"BOLT 8:NUT f'f 2 N M.SCREWS 8 NUTS FASTENED TO TRACK - -- IL _I TOP BRACKET WITH(4) 1/4-20 SS. BOLT'k NUTS -- HORIZ.TRACK LENGTH =OPENING HEIGHT PLUS 12" - 0 m Nom-0 (STANDARD) C n O TOP BRACKET VERTICAL TRACK 8 W n (OPTIONAL) VVV 9f LOW HEADROOM DOOR 14 C.A.GALV.STEEL TRACK 2-1/8"X 1"X.080' O 2 N 1 p w HORIZONTAL REINFORCEMENT SECTION A-A p' f4.o o f 1/2"X 1-3/4"X.059'FORMED STEEL 2"X 5-1/2'X.104' o 1 CLUED TO PANEL AND FASTENED TO of VERTICIL STILES WITH FASTENED W/ 4)# 14 X S%8"S.N S N N m a (2)3/16^POP RIVETS %AUR BRACKET FOR Q w N w e LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS HORIZONTAL REINFORCEMENT HEIGHT 157 2ND 3RD 4TH 5TH 81 B2 83 84 B5 B6 B7 BB Q W I 1/2'X 1-3/4'X.059'FORMED STEEL 6'-0" 18"18" 18'18"N/A 1"TO 2"11-3/4' 23" 34" 45' 56" 67" - GLUED TO PANEL AND FASTENED TO 6'-8" 21'18" 18'21'N/A 1"TO 2"11-3/4" 23" 34 45' 56" 67" - 0 VERTICAL STILES WITH (2)3/16'POP RIVETS 7'-0" 21"21" 21"21"N/A 1"TO 2'11-3/4' 23" 34" 45" 56" 67" - r 7'-6" 118"118' 18'18' 18"1"TO 2'11-3/4" 23' 34" 45" 58" 67' 78-1/4' 5/16'MELTING RIB 8'-0' 121-118- 18"18" 21"1"TO 2'11-3/4^ 23" 34" 45' 56" 67" 78-1/4" cv 1.82 DIA X.50"ROLLERS --SECTIONS ARE NUMBERED STARTING AT THE BOTTOM n ll� o FOR DOORS MORE THAN 8 FT. HIGH, USE ADDMONAL TRACK BRACKETS AT 10" O.C. 0 m,n W/ .44 DA. X 4-1/4"STEM = U O = O C O b Ld 0 /RODDCT REVI6B0 0 OPTIONAL WSULATIONS: p g-m 1.9"X 219'X 3.3'X .090" 6eu plig ma the R W& O Q fIt 8Y'O A_Sf PR KRC 1 STEEL(RACK BRACKETS 1"'(_(0) .13 C7 tl ISO-ZS POLY-ISOCYANURATE n 2-3/16"HIGH A���R6te� q p mIx o DENSITY=20 PCF to CONNECTED TO TRACK WITH ���� Q U O N.OA 116-1108.04 ) 1/4' BOLTS 8:NUTS. �5� Z OR " 0 Btf'CFI I nFOAu NORTH AMFAICA' m act Ca91� � 0 m - DEVSTIY 1.03 PCF Li aN 0 O m I a N.OA 115-1203.04 I, at OR m - BY'INSU EM LC' m <N = DENSITY- 0.92 PCF ........... N.OA #17-0221.06 m o ' m O. 14 GA GAILY.STEEL ROLLER HINGES FASTENED m ¢� W/(4)114 X 5/8"SMS m BOE o MIN. .024^ROLL.FORMED STEEL PANEL _ o DRAWING QIW.TEY G-40 C MIN.YIELD STRENGTH-34 KSI - 3 WITH PRIMER AND BAKED-ON TRACK CONFIGURATION POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL - _ VERTICAL LIFE HIGH LIFT STANDARD LIFE LOW HEADROOM o c o o N o q ' � DOUBLE TRACK `o= %m a AVAILABLE TRACK OPTIONS ` ' - - 111111111111E tAt, -• tz GAL cALv.sIEEL1111�Jp,0...... BOTTOM BRACKET FASTENED W/(4)114 X 5/8"SMS _�\ '•• %' O BOTTOM SEAL OPTIONS SEE SHEET 4 BT OF �� drawing no. SECTION A-A 'E'NTJA LL111 sheet 3 of 5 REINFORCEMENT (i m t 3/4" 1/2"X 1 TEFL X.058" O m I FORMED STEEL /R o DCE 18 X 1- fY DIST. SELF DRILLING SCREWS i fa x 1- 1-1/2*MIN. OR SELF DRILLING SCREWS Z m o m 3/16"'RNEX' STEEL RIVETS OR c - m I E DIST. I MULTIGRIP W/DOME HEAD 3/16-'RIVEX'STEEL RIVETS 32 \ j 3 REINFORCEMENT ATS RIO D.C. DOME HEAD a aw <6 . 1/2'X 1-3/4'X.058' Q w N`n FORMED STEEL O + - d a 1/4'DIA HAG SCREWS 1/4'DN.LAG SCREWS W AT 6'FROM ENDS 2BY AT b"FROM ENDS- 2W000 BU I I AND 19.O.C.MAX. W000 BU 1 AND 19'O.C. MAX. C t N n LL C1o>m W'STRIPALUMINUM ADAPTER SLIP ADAPTER O 0 0 Q 0 L G4L¢ d RUBBER W'STRIPPINC RUBBER W'STRIPPING Q _O m N W L LL W N-O 050 .040 O 2 c .534 ,7 0 J Z rD g .224 348 Q w m i _ Fes-1.750--i 1.790 pRODUC f REVISEi n—plyi.`Mifh 14e F4wWa r BOTTOM SEAL OPTIONS b—ef cuk m Accepr..ce Ne)7- OI •T N OPTION 'A' OPTION 'B' EAplx b..D.1 �p n WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) 4. s 4 O Ix1 eOFiu'AsY r.dun C.rw{ ❑ c o.. THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SIP WOOD BUCK ATTACHMENT — M TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN (W7 T M 4 WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE FOR DOOR REPLACEMENT APPUCATKUNS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ANCHOR SPACING p VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION- ANCHORS STRUCTURE EMBED SPACING EDGE DIST. d aL 3 8 HLC SLEEVE BY F9LTI CONC. 1-1 4 e' 1-5 8 E 0D o J CO(010,�N 3 HLC SLEEVE BY'HILTI' FILLED BLOCK 1-1 4" - Q 1 3 B DYNABOLT BY'nW CONC. 1-1 2 8' Z O 3 8'DYNABOLT BY'TTY( FILLED BLOCK 1-1 2' B' 2-1 4 F 0 (5 n 5/16"X 1-5/8" STEEL STRUCTURE BY OTHERS 3/8 PowER-BOLT BY POWERS' CONIC, 2' 8" 1-7 8 O 0 Z MUST SUPPORT THE LOADS IMPOSED to C3 .�g LAC SCREWS BY DOOR SYSTEM 3 B SLEEVE-ALL BY SIMPSONS CONIC. 1-1 2 B' 1-7 8 m o AT 12"O.C. CONCRETE fc -3000 PSI MIN. N o - _,_6-�DOLTS C-90 GROUT FILLED BLOCK fm-2000 PSI MIN. 2 r . SWTTH WASHER @ NUT 0 WOOD BUCK CONNECTION TO MASONRY `.'.' AT 12'D.C.MAX. EDGE DIST. PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO TIT GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH I. I/4"ULTRACON BY'ELCO'WITH SPACING OF16'O.C.INTO GROUT FILLED BLOCK WALL.WITH 2-1/4"MIN. EMBIJ) 8 816"O.C.INTO 3000 PSI CONCRETE,WITH1-3/4'MIN.EMBED 1-1 4"X 2-1 2'X 14 CA 2-1/2`MIN.EDGE DISTANCE 1-1/2" CONT.STEEL= t-1/2' °; 6 1/4'TAPPER BY'POWERS'WITH SPACING OF- - a14'O.C. INTO GROUT I'll I Ftt BLOCK WALL.WITH 1-1/2MIN. EMBED 12 GA GALV.SIFII.C. INTO3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED /16-X 2-1/2 FIAT BRACKETS t3'LONG ��"TRACK3'MIN. EDGE DISTANCE FILLET WF1D5 AT 12'O.C.IN DOOR OPRG. FASIFNED TO TRACK PLATES 12"O.C.MAX. AT 18'O.C.ABOVE DOOR OPNG. W/(2) 1/4-20X5/8"TRUSS HD. 3/8'CONRJD(BY'ELCO'OR - CONNECTED TO CONT.ANGLE SLOTTED M.S.k LOCK NUT .. 3/8'LOT BY'IIW'WITH SPACING OF - W/(3)SPOT WELDS AT EACH SIDE a, •_ o n 24'O.C. INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN. EMBED c u e 2'MIN. EDGE DISTANCE / CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK 3/8'HLC SLEEVE BY'HILT'WITH SPACING OF TO WOOD BUCK IOSffEL 70 CONCRETE AND FlI I Fn BI OGK - ' S 8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4"MIN. EMBED, 4- MIN. EDGE DIST. u _ - 18'Q.C. INTO 3000 PSI CONCRETE.WITH 1-1/4' MIN.EMBED AND 2-1/2-MIN.EDGE DISTANCE ALTERNATE TRACK INSTALLATION \`VItL1LI11 PPPPPP _ PREPARATION OF JAMBS BY OTHERS ``\�J .•.•• i�� q FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY . •: `r S� r , ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED '�.�• yy ITY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF a RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY CF BULLRING OFFICIAL UPON INSPECTION. \� drawling nfYo. MAXIMUM EXTERIOR(+)LOAD PER JAMB- (9.33' X 50 PSF)/2 a 233.3 Lbs per Ft. ,' •�'`p' AL ,G��•�,•,,,������`y+y+y+ ` O I_OJ MAXIMUM INTERIOR(-)LOAD PER JAMB - (9.33' %60 PSE)/2-279.9 Lbs per Ft. 'A A 'AA/11111111LL7 sheet 4 of 5 .500250 r U o *PLASTIC COMPLIES WITH DOOR PANEL CHAPTER 26 OF FBC I 24 GA (.024) STEEL MIN. SEE EVIDENCE PAGE n o Z . . 1.765. 1.725 �f Z,w � IL l 6 7/16'DIA WASHER 1 14.4 EI A 0 ' /8 X 3/4•SLS 21 3/$ I D Z m MAX. .176 F- .800 0 n ° r\ ` I I A0.ND 7' FROM ENDS Q a p O j j I I I II AND Y O.C.MAX. WOW.WIDTH 0 3 ep � * EXTERIOR FRAME * INTERIOR FRAME a 8 1 63 i 18 1/B" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION D W N III Q (4) %3/4•SMS = o fLL 2 C- M AENDS ND-1/2 O.C.MAX. Y n c D.LO. Q w 0 I I I I 1 o 111 O 13 111 A % B C IIII .175 X".062 DEEP �+ 1111 GROOVE 11N of ro !I!! 0 m 1111 j p V 1/4•POLYCARBONATE LEAN C O jl l 9y'SABIC INNOVATIVE PLASTICS' lal T M 4 M r Wi NOA#i S-0915.08 — - O 1 K 1111 E-o o m 7C % ED [El ZJ UOl N N I e !I0 - 0 03U N w 0 Z L o l IIII El U �0, m 2 IIII Il 11 O N S I:I i 1�1 � PRonuc r14ev1sE.w !I!; ElEri i i ,. Iybrwrolse Ii I; .175 X .062 DEEP lwWing Code p GROOVE _ Acc<Plance No I"J-lOIS' '" 1 III (4) I Oji b3/ INSIDE ELEVATION p�� 0 13/e' NBOSSED " g DOOR WITH OPTIONAL WINDOWS AND 6-1/2.O.C.MAX. O WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION g 18 X 3/4"SMS C - j 03/8' FROM ENDS .17�X.062 DEEP tt © / 1 ANO 4-1/2" O.C. MAX. - o o 8$«8 �,. �•� Lu1 u o� i 18 X 3/4"SMS , I \111111111// t O 3/8"FROM ENDS -" `1\ AND 7.O.C.MAX. f- -- SSS J AF1/I 7/16"DV WASHER .._.._.._..____.-.._.._..�._.._.._.._.._.._.. - .70592 DOOR PANEL V �7 ••�� � � � � i 24 GA (.024) STEEL MIN. �� 1 i 15/16"MIN. p.L 0P0• 1. '((7�� drawiI DOOR PANEL :0 TE ng no. y 24 GA (.024)STEEL MIN. GLAZING BITE i� '.dy0.R10�'.•' \� 01_09 i WINOOW N1D1Hsheet) 5 ofS 1