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HomeMy WebLinkAboutNotice of Acceptance f � � MIAMI MADE 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 ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy DAB Door Company,Inc. 12195 NW 98"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 duality 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 8241811 Steel Sectional Garage Door 16'-2"Wide with Window Lite Option(DP+36.0,-44.0 PSF) APPROVAL DOCUMENT: 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 Al- 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 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#14-0814.10 and consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No. 15-0304.01 M1AM1•DADECQUNTY Expiration Date:July 21,2020 IIIII� "• 1� Approval Date:April 23,2015 Io 41ry120Page 1 �1I DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.02-21,titled 1124 GA.Roll Formed Steel Sectional Garage Door",dated 09/10/2002,with last revision J dated 11/07/2014,sheets 1 through 5 of 5,prepared by Al- 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 per FBC, TAS 202-94, of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-07-4200,dated 05/02/2007,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 01/20/2011,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-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.,Report 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 07/15/2003,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,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#14-0814.10" 1. Anchor verification calculations prepared by AI-Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. �ronlo)5, Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0304.01 Expiration Date:July 21,2020 Approval Date: April 23,2015 E-1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(Cont.) "Submitter)under NOA#11-0414.12" 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 04/07/2011,signed and sealed by Javad Ahmad,P.E. 3. 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. "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, 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 01/11/2017. 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. 10-1129.04, issued to CeIlofoam 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 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"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#14-0814.10" 1. Statement letter-of code conformance to the 5'h edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. p¢ 1615 Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0304.01 Expiration Date:July 21,2020 Approval Date:April 23,2015 E-2 7-1/2"X 2-I/4"X 18 CA. --- PUSH NUT TOP FIXTURE 5-1/2" X 2-3/4"X 0.1" m GALV. STEEL CENTER HINGE O STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER �� o O W/(4)(714 X 5/8"SMS \Y -FASTENED TO END STILE WITH TO BE INSTALLED AT WITHOUT DELRON SLEEVE (STD.) i O6 (6) #14 X J/4"SF.Lf DRILLING SCREWS ANY CENTER STILE p 7-1/2"X 3"X .071"GALV. STEEL I ' SEE SHEET 3 FOR TOP BRACKET OPTIONS j ENO ROLLER HINGE I1 ©O I CENTER STILES 0 hr 'twi W/(6) #14 X 5/8"SMS- r SEE SCH. 'A' -'^ r A Z WITHOUT OELRON SLEEVE (STD.) w O WITH DELRON SLEEVE (OPTIONAL) -- 7-7/2"x z-1/a"x .077' GALV. STEEL CENTER HINGE "- - W/(4) #14 X 5 B"SMS Z 2/DOORWITH DELRON SLEEVE (OPTJONAL) .LOCK - \`` I w 0 K4 o JJJIII O I ~�1"W X 15 PHK LATCH`" - 1, ¢>M Q . 1, ( rte( CENTER HINGE STANDARD LOCK l �j — SPRING LOADED( SLIDE BOLT (BOTHslDEs� :, L = ,; —�4'; __ - Imo-='• �L .• = �. tASIENto W 4 14 X 112-S.M.S. a 1 - =�a t-'11� w 'O n 5/8"MIN.LOCK ENGAGEMENT - `- -- -- - -- - - }b{ �^O W - .. ...- _ I-_1. �, CONFORMS TO SECTION 1008 REGARDING ? g GARAGE ODORS r o o= O m Q o JIjI II .158 DIA GALV.AIRCRAFT TYPE -�� CABLE& NICO-PRESS SLEEVE-. B J o _ W/ MIN. 5 TO 1 SAFETY FACTOR i\ �+ -_ ---- _ - - _ o r- I 1 +t -_ y ,1 1 I c Ica f 2-3/4-W X 5-5/8"H X .090"THK.1+ f� r17 I STEEL PLATE, 1-3/8" DEEPYI - _ - WITH (3)014 X 3/4" .L1 o SELF DRILLING SCREWS 1J^ '7 `'7 -- ���,�y LLi BRACKET BRACKET " Ej - STD. 1 IFT DOOR !OW HFAOROOM - 1 - I c� vii I Z:- TOTAL/OF DOOR OPTION C/ ��--- - t DOOR `U'BARS AT } ,�Y_ u�i - 00 4J rn HEIGHT CONSISTS OF EACH DOOR 7-7 8"X 3-1/8" X .010" 1 LT 0 d i / OPTIONAL VENTS I ce x 0= 6'-6' 2 SECTIONS 18'2 SECripN4 21' STEEL PLATE (3) 5"WIDE AT 7"O.G.MAX. _OPTIONAL FLUSH FACE w 4 3 V 8'=9" t SECTION 18' 3 SFCri0N5 71` WITH (4)#14 X 3/4"SDS OPNG. AREA NOT TO EXCEED 120 SO. IN. WOOD GRAIN DESIGN L_ A O Z T 4 SECTIONS 2i' .__ _._. MAX. D6002'WIDTH CENTER STILE T-6 s sccnor+s TB r- 1 INSIDE ELEVATION DAH DOORS [NC. 7'-9• 4 SECTIONS 78-t SECTION 2I` RAISED PANEL EMBOSSED DOOR Hurricone Moster'p Model 824/611 8' 3 SECTIONS 18.2 SECTIONS 21' OUTSIDE Mo%. Size 16'-2" X 16'-0" High 8'-3• 2 SECTIONS 18•3-SECTIONS 27" HANDLE] END STILE 9 1 SECTION 18' 4 SECTIONS 21' With Window Lite Option 6 SECTIONS 21•- t N14 X 3/4" SELF DRILLING SCREWS MAY BE USED - N4 LIEU OF�t4 x 5/8"SMS 9' 8 SECTIONS 18'- \ LOCK BAR GUIDES - - DESIGN PRESSURE RATING = + 36.0 F 9'-3' 5 SECTIONS 18'1'SECTION 11"- INSTALLED ON END STILE ------ - 44.0 PSF �# 8'-6',a SECTIONS NI"2 SECTIONS 21WITH(4)I/14 X 5/8"SMS j THIS PRODUCT IS RATED FOR LARGE MlSStLE iMPACJ GENERAL NOTES a n n 9'-9' 3 SECTIONS 18'3 SECSONS 21' KI` 2 SECTIONS 18' SECTIONS 21 �G 4 18T X AIN LOCK BAR I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE �o IW-3' 1 SECTION 18' 8 SECIIINS 21' R ENGAGES R4 TRACK 10'-6.6 SECTIONS 21'- 2S5 ON EACH SIDE OF DOOR � SAIDING MGH ZONE (Z))FIFTH ELttaN(201 4) 10'-8'6 SECDONS 16'T SECTION 21' OUTSIDE KEYED LOCK / CENTER SES 861EOtAE W $. ANCHORS SiWI BE AS LIS'T'ED, SPACED AS SHOWN ON DETAILS. tt' 5 SECTIONS 18"!2 SECTIONS 21" CENTER SAES CONPICUSIATION EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ANCHOR -BERME i1'-3'4 SECilONS i8'3 SECTIONS 21' � �. �� ,•, DOOR WNTN15 j OF CENTER SOLES DRESSING OR STUCCO. 11-6" 3 SECTI0115 18 ♦SECTIONS 21' LOCK BAR LOCKING SHOWN T1lp-__7p __ 8'-O"TO 8'-10 2 _ 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. _1 f-9'2 SECRONS i!'S SECTIONS 21. ALTERNATE T4 - _- 10'- TO t1`-10' 2 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN •H d 8 g -� tY 1 SECTIONS 18'6 SWIM 21 SPRING LOADED SUDS BOLT 1Z'-O"TO 13'-tO' .._. i--__ THESE DETAILS ARE NOT PART OF TINS APPROVAL. AT d ' t2'-3- 7 SECTIONS 21'1- LOCKS SHOWN ABOVE 1 W� 12'-6• 6 SECTIONS 18'2 SECTIONS 21" k 8'-0"TO 9'-70" 14'-D TO 15'-td _ 4 _ _ i y 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WO{#}ONLY. v o DOOR WIDTHS 15'-11"TO 16'-2' S c" - 12'-9' S SECTIONS 18.3 SECTIONS 21" DOOR TESTED IN ACCOF.OANCE WITH THE REgU1REMENT5 OF RORIDA t3' 4 SECflONS 78'4 S£CiHN45 2t" - _ BUtLOINC CODE,TAS-202,TAS-207 do 1. 2U.'3 FOR HV#iZ ANO 'q 13'-3' 3 SE:11 S 18•S SECTIONS 21' - - ®Ill�-d I - -l �Q ASTM E18B6 9{�AYADF1996-0 ry o SECTIONS 18':8 SECTIONS 21" III'-� J-L�-� .I� IIIli 1 SECTION 18' 7 SECTIONS 21" FU.PE CIVIL]0592 PRODULT'WNEWED 1 \ t4' 8 SEC90NS 21'- 38 10'-0"Tp ii"-70" 14'-0"TO 15'-10' CA.N. 70592 14'-3.6 SECTIONS 18'3 SECTIONS 21" """'-- "-� CMN n ODOR WIDTHS ODOR WIDTHS y 14'-�SE,,CTIONS 18'4 SECTIONS 21" AeW am tae/ .Of S J 4'- 78.5 SECTIONS 21'1B' 18'B SECTIONS 21" {I. _JI {IIL_.ju11� ,Jll�^J¶YII IINI111 ZM drOwin no15'- 18'7 SECTFONS 2f' 2015 CMd 9 75'-6' 1 SECTION 18' 8 SECTIONS 21' - a 02-21 Ir-9" 9 SECTIONS 21'- 12'-0"TO 13'-10" 15 11 TO t6'-2" l_,_ 16' 6 SECTIONS IS 4 SECTNJNS 21" ODOR WIDTHS DOOR WIDTHS Sheet of S 24 GA. STEEL PANEL- _ _ �u o N N/ W FLIPS BENT OVER PANEL O � 0 o FI Q _ �o -0 0 IL IL J n 1/2"PUNCHED HOLFS_/ - - O 0 4"O.C. i l Or 0 V p m ,( I Oaaa "I .055'X 2-1/4"X 3/4•X 2• ---� GALV.STEEL U.BAR REINFORCING TRUSS 7I O N ®BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIAIF.STIIES W/TWO j Q W y p M14%5/8"S.M.S.AND TO FNO STIIF N f - - U.z I W/FOUR)'14 X 3/4"SELF DRILLING S. � I�N 9 I d U o Z - - � o LL 3/16" POP RIVETS k ? AT 4"O.C, (6) FOR 21"STILES "(5) FOR 18STILES O ® o I�1 3L .024 STL PANEL � tv InEND STILE N > OUTSIDE OF DOOR cj IN ZHvm A o CO W IST SECTION (BOTTOM) INTERMEDIATE SECTION TOP SECTION -' p 3 N p z R OPTIONAL STOP MOULDING Q N Q J BY DOOR INSTAIAFR SOLID BRASS DOOR VIEWER _ STEEL TRACK BRACKET FASTENED BY "SCHIAGE SECURITY HARDWARE' TO WOOD JAMB WITH _ / to % 5/6"SMS 3/4"X 2"% 2-1/2"x .oa9'STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE 5/16"% 1-5/8' LAG SCREW 6 PER HINGE ENO STILE,CONNECT TO PANELS WITH - (FULLY THREADED) FLIPS AND (5) OR(6)3/16"ALUM RIVETS POSITIONED AT EYE LEVEL HEX WASHER HUD TYPE A 1/2'% 1-3/4'% .058" FORMED STEEL SEE DETAIL ABOVE C ONE PER BRACKET -GLUED TO PANEL AND SECURED TO w w w END STILE WITH (4) 3/16•POP RIVETS ANCHORS AT TRACK BRACKET: N N N SOUTHERN PINE .'•4•. 1-7/8°X 2-5/8"X .049'STEEL EDGE $"DIA POWER-BOLT RY'TE(30' a n n DISTANCE A) 2'MIN.EMBED INTO CONCRETE(J000 P51 MIN.) c 0.55 S. CENTER STILE,CWFD AND RIVETED 2°MIN.EDGE DISTANCE TO PANEL W/(4)3/18'RNETS 3/18• 1 4 1- MRI. � POP : � I Dld KLC SLEEVE tar'NILTI' v DIST. / 14 X 5/B"S.M.S. '.`7- /. �°- r 4/HINGE •°, 4 8) 1-1/4°YM. EMBED INTO CONCRETE OR FILLED BLOCK $ Q 9-1/4"MIN. EDGE DISTANCE INTO CONCRETE I 4" MIN. EDGE DISTANCE INTO FILLED BLOCK I CONCRETE f'c 3000 PSI MIN. p C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. 1.9"X 2.19" % 3.3"X .090" ANCHOR TYPE A OR B STEEL TRACK BRACKETS- I I I (1)PER BRACKET —� SEE SHEET 3 FOR SPACING a OLT SEE SHEET 3 FOR BRACKET SPACING _ I I t Engr:JAVAD ANMAO M�TRE�D o I CM FLA.PE 70592 awmo Mlh dw nwwa Li ICA.N38e1/4-20 SS BOLT 7-t/z" x .Oso" INTERIOR SIDE 7-1/z" x .on" Nur ��Is NoSTFFI TRACK GALV. STEEL_ END ROLLER HINGE > ree CENTER HINGE �,� —� 14 GA. X 2-1/8"X 1"(STANDARD) 1.82" DM. X .50" STEEL ROLLERS (STO.) C BY (drawing no. 12 GA. X 3-5/16"X 1-1/2"(OPTIONAL) 7/8"PUSHNUT 1.82"DIA. X .50" NYLON ROLLERS (OPTIONAL) ' O O�J PtedM FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75" DIA. X .50"STEEL ROLLERS (OPTIONAL)— OZ-Z W/ 1/4TTE X M.S. LOCK UT 2.75"DIA. X .50"NYLON ROLLERS (OPTIONAL) g�.Qof _ SLOTTED .S. h LOCK NUT SECTION B-B WITH 5" STEM 5j i POP RIVETSt-1 j2"X 1/2'X 1/8- HORIZ.ANGLE (� m 5/16"X 1-5/8"LAC SCREWS INTO WOOD OR HORIZ.7RACk SUPPORT, FOR DOOR HEIGHTS UPto 8 FT. 11t. V o 2 2-3/4"X 5-1/2'X 3"X.104" 5/16"SLEEVE ANCHORS CENTER SUPPORT RE00. ON DOORS WITHOUT INSULATION OR WINDOWS, / CALV. STEEL - WITH 1-1/4"EMBED INTO MASpNRY EXREEDINC 8 FT. IN HEIGHT 2"X 2"% 1/B"IIOR12.ANGLE BEY w j( OF ROLLER RRACKTT ON FACH SIDE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE 8 FI.OR i---- �N FASTENED W/(6) Y 14 X 5/8'S.M.S. II DOORS WITH INSULATION OR WINDOWS z _ SPOT WEIDFD TO HORIZ.TRACK qqII I�j }4 CA-CALV.SCEEL RO/US(ABLE - WITH TWO WELDS AT I-tf2'MART W 2-i/2'X 4-1/4"X 13 GA. STEEL PLATES y+ aq SU FASTENED TO BRACKET _ _ I FIRST AT 3'O.C., REST AT 9'O.C. r W 5/16-18 X 3/4"HEX HEAD WFIDFO TO 1-1/2"X 1-1/2" X 14 GA.ANGLE - -- A-"-- / CONNECTED TO FLAG BRACKET ANGLE 4 M. SCREWS&NUTS. \ FASTENED TO TRACK - - W/3j8-16 X 3f4"BOLT&NUT TOP BRACKET _ _\ WITH (4) 1/4-20 SS.DOLT & NUTS j - HORIZ.TRACK LENGTH = OPENING HFIGH7 PLUS 12" AND TO SPRING SHAFT G I WITH —(STANDARD) TOP BRACKET — - (2) 1/4-20 %5f8"B01T&MUT (OPTIONAL)- 0'rO LOW HEADROOM DOOR 0? n It i-14 GA CALV.STEEL TRACK v m HWZONTAL REINFORCEMENT Q'a�m 8 I/2"% 1-3/4"% .058"FORMED 51EEL \ -4--'— VERTICAL TRACK f Q q GLUED TO PANEL AND FASTENED TO l 2-1/6"% 1`X .080" VERTICAL SNLES WITH SECTION A-A Q N (2) 3/16"POP RIVETS 2"% s-1/2"X .104" m R O CALV, STEEL FASTENEO W/(4) / 14 X 5/8'S.M.S. TOP ROLLER BRACKET FOR - 1IORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR ' SECTION HEIGHTS ( BRACKET PLACEMENTS ZZO�y 1/2"X 1-3/4"X .058"FORMED STEEL HEIGHT 1ST 2ND 3RD 41H 5TH 81W~ 82 83 R4 85 86 87 B8 L� i GLUED TO PANEL AND FASTENED TO _1 - t---`3 VERTICAL STILES WITH --T fi'-0" 19"18' 18" 18"N/A 1"T_0 2"'i t-3 j4" 23" 3d" - 45" I 56" 67" - ( r�—'— j (2) 3f16"POP RIVETS 6'-6' (21".18" 18 21"N/A'T TO 2-1 23' _34" 45" 56' 67" / T-0" 1i 21 21" 21 21"N/A 1 10_2"11-3/4" 23" 34" 45" S6" 67" ! L/ --5/16" MEETING RIB PLASTIC/STEEL ROLLERS I= 7 1$'18` f8" 18" 18"1" TO 2"11-3f4" 23" 34" 45` 56" fiT I78-1/4" 4 X1.82" DIA. X .SO" 6'. .--.J 8'-0" 21" 18" 18 18" 21"1" TO 2"11-3/4" 23" 34" 45" 56" 67° W/.44 DIA. X 4-1/4"STEM v —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM o s FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. (w w n OPTIONAL INSULATIQNS: " S W BY'bYPIAST PRODUCTS LLC' o t" EPS-ExPANDED POLYSTYRENE aw,p m < DENSITY LOS PCF 4 m 1.9-X 2.19"X 3.3"X A90" z_ N.O.A. k11-0926.07 42" TEEL TRACK BRACKETS % ~Z OR n -3/16"HIGH / ! 00 W m ONNECTED TO TRACK WITH Igo: i ISO-25 POLY-ISOCYANURATE i Y DENSITY. 2.0 PCF ) 1/4"BOLTS&NUTS. / o i O 3 N -�-- NA.A. /11-0926A6 ,a ORBY'CELIOFOAM DENSITY= 1.03 PCFN.OA. #10-1129.04OR SIY= 0.9 DENSITY= 0.92 PCF ry��y \ N.O.A. X74-0311.08 j 4� \ / W I GA. CALV. STEEL 4 ROLLER HINGES FASTFNED m W1(6) p 14 X 5/0"SUS m ANN. 024"ROLL FORMED STEEL PANEL -._ P%YWM PLANTED TOP CWT TRAGIC (,' u oURINw G OLAtl.RY 6-40 7[ N81. PO S1REN0T11 r 38 KSI MNiH PRWER AND fiAKEO-ON �f)F1fKiURAliON .� APPLIED TO BOTH SIDES O. STEEL. WW VERT(cAL L1HIGH LI srANUARD U LOW HEAD DOUBLE TRACK ' 12 GA.GALV.STEEL c'.. ...,_t BOTTOM BRACKET FASTENED AVAILAS E.TRACK OPTIONS W/(4) II to X 5FAS SMS Eryr.4AVAD N7MAD CIAL PRODUCT RETM-WEE/ v3'' a- Not FLA.PE 70592 �MA1 `r(OI Rw N ift o SEE SM SEAL OPTIONS G.A.N. 38 g !!! R eY lto�rK drawing no. SjECTION A-A j 02-21 SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES sheet 3af 5J 3 14" REINFORCEMENT ( f f 1 ml y�u01 1/2" X 1 % .058" o �\ IEOGE FORMED STEEL I DIST. AB x 1" _ _ _ l� _ w / SELF DRILLING SCREWS ,(8 X 1" o I-1 2"MIN. _ OR SELF DRILLING SCREWS Zo0 OSE DIST. n m 3/16"'RIVCX'STEEL RIVLfS OR O F m L9 MULTIGRIP W/DOME HEAD 3/16"'RIVEX' STELL RIVETS �o AT 48" O.C. MULTIGRIP W/DOME HEAD a W2 AT 48"O.C. G m ` REINFORCEMENT C.O w / 1/2"% 1-3/4"X .OsB° 0 W FORMED STEEL 28Y - I j 1 6/4"DIA. LAC SCREWS 28Y 1/4"DIA. LAG SCREWS LO O .AT " FROM ENDS AT 6"FROM ENDS p WOOD BUCK-', h�� WOOD BUCK I O O I AND 15"O.C. MAX. I AND 15"O.C. MAX. H• W'S7RIP ADAPTER_/ O M ALUMINUM `W'STRIP ADAPTER a8 STEEL O d Q ./ I O RUBBER W'STRIPPING RUBBER W'STRIPPING 3 O q LL To p 534 I-II r.oao —1 J 0 2244 �.� .700 II I r� .348 Q w f r -- I-1.750 I'l.�rl lw79D BOTTOM SEAL OPTIONS OPTION 'A' OPTION 'B' `S 00 WOOD RUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) o n THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT I w j M TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN j rn Q WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE U 2 ry VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING I No Z w m ANCHORS STRUCTURE__EMBED SPACING EDGE DIST. In rn In 33 a HLC SLEEVE BY HILTI CONIC. 1-1 4 8"_ 1 2" 3/8"CONFLEX BY 'ELCO' FILLED BLOCK 2' 8" 3-3 4" i O 3 3 8" DYNASOLT BY'ITW' CONC. 1-1/2" 8" _2-1 2" O Z STEEL STRUCTURE BY OTHERS 3 8"POWER-BOLT BY POWERS' CONIC. 2" _ 8" 2" o _Q '^ MUST SUPPORT THE LOADS IMPOSED I� N M 5/16"% 1-5 8" \ _ W / / 3 8 SLEEVE-ALL BY DNS CONIC. 1-1 2"r 8" 3" pl LAG SCREWS / \DOR SYSTEM -- N m AT 12'O.C. / CONCRETE Vc= 3000 PSI MIN. Q N4 5/16"DIA.BOLTS C-90 GROUT FILLED BLOCK F'm = 2000 PSI MIN. WITH WASHER &NUT / WOOD BUCK CONNECTION TO MASONRY \ [AT 12"O.C.MAX. b EDGE DIST. PRESSURE TREATED 2X6 SYP WOOD JAM85 WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH h o 1/4"ULTRACON BY'ELCO' WITH SPACING OF 12"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED 13"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1-t 4'%2-1/2"X 14 CA ES 2-1/2"MIN. EDGE OISTAKCE I 1-1/2. 1-1/2' CONT.STEEL ANGIE o I/4'TAPPER BY'POTTERS'WIIIH SPACING OF 12 GAL GALV.STEEL IT! T!O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'LM.EM13EO - -FIAT BRACKETS :kr LONG / ff 13'O.C.INFO 3000 PSI CONCRETE,WITH 1-3/4"MIN,EMBED 1/16"X 2-1/2 AT 12"O.C.R4 DOOR DPW- OALV.STEEL•TRACK � 3'MIN, EDGE DISTANCE FILLET WELDS - AT 12"O.C.MAX. AT 1B"C.C.ABOVE DOOR OPNG.. -FAST_NED TO TRACK PLATES �+ 3/B"CONFLEX BY'ELCO'OR CONNECTED TO CONT.ANGLE W/(2) 1/4-20X5/8"TRUSS NO. 3/8'LOT BY'ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED .5.&LOCK NUT n 23"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED _ 3"MIN. EDGE DISTANCE COMINUOUS ANGLE TRACK RFVFR4E TRACK CONTINUOUS ANGLE TRACK 3/8"HLC SLEEVE BY'HILTI' WITH SPACING OF TO WOOD BUCK TC)STEEL TO CONCRETE AND FIl1 ED BLOCK C i x 10"O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/4"MIN. EMBED, 4" MIN, EDGE DIST. 15"O.C. INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN, EMBED AND 2-1/2"MIN. EDGE DISTANCE ALTERNATE TRACK INSTALLATION (o Engr:JAVAD AHMAD PRICIER=RENEWED I t PREPARATION OF JAMBS BY OTHERS CM FLA.PE yy 70592 ru4gyhl8-0111111 W FIIK FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY CA.N.h538 orIN1WLbM ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED McW-w No BY DOOR SYSTEM. a'J/yjJSdyd �%,$)L5 FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD.DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY by drawinq rlO BUT OFFICIAL UPON INSPECTION. wO�C ei1sIAK4 02-21 MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.16' X 62 PSF)/2 = 291 Lbs per FL ( J MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.16' X 44 PSF)/2 = 355.5 Lbs per FL Sheet qof 5� .500 F�-�-i-.P50 ��1 * PLASTIC COMPLIES WITH DOOR PANEL CHAPTER 26 OF- FHC 24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE Z n 0 N 1.766 1.725 a LL ry yli x7/16'DIA.WASHER 0 w 0 1.144 IL �t O Q 1. #8 X 3/4"SNS 21 3/4" �O W M O 3/8"FROM ENDS MAX. ,p6 F�—.800 a' (Ai I11 I I, AND Y'O.C. MAX. WDW. WIDTH Q IL q a EXTERIOR FRAME * INTERIOR FRAME a ao c � .w RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION a w 3 u m (4)#8 X 3/4'SMS `µ�x _ O MAX. 0 1-3/8"FROM ENDS ; _J O.L.O. w N f 0 AND 6-1/2"O.C. MAX. a�o ns x o62 DEEP I \�GROOVE Irl ISI 1/4.' OONATE IEXAN „ �� ® l � , cFi M I BY S48IC 1C INNINNOVATNE PLASTICS' .4C r in INDIA#13-0717.01 , A Y Q MZIF-U) "' cc) a. W<Do I 1 o Ilii 7..: 1J: I1 XO3� yr a oz I� .175 X .062 DEEP 1 GROOVE II' I (4)/e x 3/4^SMS INSIDE ELEVATION 11' 1 O 1-3/8^FROM ENDS j AND 6-1/2'O.C.MAX. RAISED PANEL EMBOSSED ODOR WRH OPTIONAL WINDOWS n WINDOW LRES CAN BE IN ANY LOCATION IN DOOR SECTION g '$ rn /8 X 3/4^SMS V �J 1 1 I j AND 4 FROM ENDS 175 x .062 DEEP D.C. GROOVE e n3/18/2 �2C2 o ca sia a'S 9 9 M8 x 3/4'SMS - c O 3/8"FROM ENDS AND T O.C. MAX. r_� E�qr:JAVAO AHMAD PRootcy RfymVlFp o 7/16"DIA.WASHER - - _ _ _ _ _ _ _ _ _ _ _ CML----- ML r .IMtlM f'Iof11i FLA.PE p 705 2 -___ - - CAN.3538 Agyprp ND '0 O u a DOOR PANEL EXTERIOR] X a 24 GA. (.024)STEEL MIN. MH�� O _DOOR PANEL 15/16"MIN. D.L. OPG. PFe�1lA C4M� drawing no. 24 GA. (.024)STEEL MIN. GLAZING BITEr-� � WINDOW WIDTHQZ—G_ sheet 5 01 5 GARAGE DOOR DESIGN PRESSURE.' TABLE 1609.3.1 WIND SPEED CONVERSIONS-- • - V, 100 110 120 130 140 1 1s0 160 170180 190 200 V., 78 85 93 101 108 116 124 33 139 147 155 For SI:I mile per boor=0.44 m/s. a.Wear interpolation it permitted. b. V.,=nominal design wind speed applicable to methods specified in Receptions I tbmugb 5 of Section 1+1i09.I.I. c. V,,,a ultimate design wind speeds desermined from Figures 1609A,160913,or 16090. TABLE 1609.7(1) NOMINAL(ASD)GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WM4 A MEAN HOOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B(PQ.r-)1.1 4,48 ULTIMATE DESIGN WIND SPEED(Vj DETERMINED IN ACCORDANCE WITH SECM 1 .E MR-3 SECOND GUST) yl id,s 100 MPH 110MPH 120 MPH ta0 MPH 140 MPH 160 MPH 160 MPH 11106111111W106 MM 190 NPH 200 MPH Roof Angle 0-10 degross 6 8 8.7-9.8 10.5-119 12S-14.2 14.7-16.6 17.1-193 19.6-22.2 22.3-25.2 25.1-21.5 2L2-31.9 31,4-355 34$-39A 10 10 8A-9.4 101-11.4 12.1-13.6 14.2-16A 16.5-18.5 169-212 21.5-24.2 a43-27.3 273-30.6 30.4-34.t 33.7-37.8 14 14 8.0-89 9.7-10.8 115-12.8 135-15.0 15.7-17.4 18.0-20.0 2D5-22.8 2141«23.7 259--26.8 289-32.1 320-33.6 Roof Arab >10 dsaraw 9 7 96-109 11:4-I29 13.7-135 16.1-181 I&S-209 213-24.1 24,3-27.5 IIIA-x$1.2 80.b-W 341-38.6 384-43.0 I6 7 92-10.3 109-122 13.1-14.6 15.5-17.2 17.7-19.7 20A-22 23.3-26.0 --Z9A 99.3-32b 327-363 36A-40A 78 MPti M3 MFH 93)M 101 MPH ]OB MPH 116 MPH 124 MPH 139)&H 147 Mf'H 15514PH Far Si:l 111 304.8 nom,I mile per hour=1.609 li I psf=47.88 N/ms. Nominal Design wind speed(Vu!)converted ii om intimate Design wind SpeeilIPWIlection 16093.1 1.For effective areas or wind speeds between those given above the lead may be iaterlwlated,otherwise ne fk lad aaods ted with the Iower eg'ective area. 2.Table values shall be adjusted for height and exposure by multiplying by the adjustment coefficient In T*b 1604,7(2) 3.Pins and minus signs signify pressures acting towed and away ftm the building surfaces. - t ` 'VA 4.Negative pressure8 assume door has 2 feet of width In building's end zone. 5.Table values include the 0.6 load rodi"oa factor. TABLE 1609.7(2)ADJUSTMENT FACTOR FOR BUILDING RQUA Gari ftw Mdbig, Garage doors shall be HEIGHT AND EXPOSURE,(a.) labeled with a PWRI lint I" provided by the garage MEAN ROOF HEIGHT(Mat) EKP06NRE door mannfacWM`MW label sball identify the garage g D door manufacsvt!Er,do game door modaYseries number, 15 1.00 1.21 ,i 1.47 the positive and nopfift-ded p prmire rating,indicate 20 1.00 1.29 joss impact.rated if 1% Are installation instruction 2S 1.00 135 1.61 drawing reference minute:,the Florida Product Approval or MiamrDede Pilod0a An wal number if applicable, 30 1.0o 1.40 1.66 and the applicable ti*Sbadst&ZLc required garage door 35 .1.05 1.45 1.70 components for anrived garage door assembly may be 40 1.09 iA9 ;1.74 indicated using a c�eddfstfmm on dw label.if a cbecklist format is used as the Jebel,the door installer or the garage 45 1.12 1.53 1.78 door mannfacttmer"muck die selected components on 50 1.16 1.56 1.91 1 the cbecklist that ai<e:regnired to assemble an approved 55 1.19 1.59 1.84 gage dour syr Me ivatsiWtion instructions shall be 60 1.22 1.62 1.87 provided and avafable an t job site. FLORIDA BUILDING CODE-BUILDING,btir EDITION"114)