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HomeMy WebLinkAboutProduct Approval 4 f # f • + • a • of � # # • • Doors Designed to Resist Wind Speeds of SD to Dyer I50 IViPl� MIAMI DADS OUNW, r 4501-600-f 475r 90,psft 1zQf1(1:06, 0$1t3li8 Garde 4 0"to 9't + +93-17100 psi 2- ...-.. y 6 +27!-30 psf +40.5 7=45.psf 12-0110.05 08!14118 Double­.Car +36!-44 psf +54%-66 pat 12-6110.14 07/21/15 * 9�6"to 16'2" Garage +48 I-52 psf +72 I-78 psf 12-0110.08 07121!15 +561-64 psf +841-56 psf 12-01,10.07 02122116 2 1lz +40/-44 psf +60/-66 psf 11-1219.12 03129/17 15'4"to 18'2" car Garage. +55/-64 psf +82.51=96 psf 12-0110:12 03110.r 13 FBO 2010 Built-In Windload Resistance System in Each Door Section APPRO .171) ■ Extensive independent testing confirms how DAB's Hurricane Master`" is able to withstand the intense pushing and pulling effects of extreme wind velocities from 90 MPH to over 159 MPH in both coastal and inland wind zones for the broadest windloed coverage available. ■ Exclusive embedded structural reinforcement system allows.for doors up to 16'wide to meet most building codes without additional reinforcement. ■ Embedded structural reinforcement systems eliminates conventional bulky reinforcement beams to maximize garage space while preventing the door from sagging and bowing. ■ Slender 2 1/4" U-Bars can be easily added to meet and exceed the strictest wind codes. ® Door widths are available in 2" increments up to 18'2" wide to cover a broad range of custom door openings. Lind load tequiremenis for each dear can differ from.one site m another due to such things as door size the door's ;ovation on the strucrur e,and iecalized vvind zonas,an"ang other factors. For Lhis reason,itis recommended for a local garage door professional, arcitect, or engineer to assess the necessary wind pressures for the haven doer open,ng- MIAMI-DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINIS'T'RATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.govlpera/ DAB Door Company,Inc. 12195 NW 98th 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 PERA-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. PERA 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: 9'-4"Wide x W High Steel Sectional Garage Door w/Window Lite Option APPROVAL DOCUMENT:Drawing No.01-09,titled"Sectional Garage Door",dated 02/01/2001,with last revision F dated 10/13/2011,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 revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo,manufacturing address,model 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 revises NOA#11-0119.21 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.E. NOA No. 12-0110.06 MIAM1DADECOI Expiration Date:August 9,2016 Approval Date:March 1,2012 Page 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-09,titled"Sectional Garage Door",dated 02/01/2001,with last revision F dated 10/13/2011, sheets 1 through 5 of 5,.prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS "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 24113.2.1,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-08-2149A/B, dated 06/27/2008,signed and sealed by Candido F. Font,P.E. "Submitted under NOA#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 NOA#03-0210.04" 3. 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#09-0128.04" 1. Anchor verification calculations prepared by AI-Farooq Corporation, complying with F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting'.Environment, and Regulatory Affairs (PERA) D2 Z/ �p12• C rlos M.tfirera,P.E. Product Control Examiner NOA No.12-0110.06 Expiration Date:August 9,2016 Approval Date:March 1,2012 E-1 DAB Door Comvan .Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-0305.02,issued to SABIC Innovative Plastics,for their Lexan Sheet Products,approved on 04/24/2008 and expiring on 07/17/2013. 2. Notice of Acceptance No. 07-1016.07,issued to Insulfoam, LLC,for their Insulfoarn Expanded Polystyrene Insulation,approved on 11/29/2007 and expiring on 11/29/2012. 3. Notice of Acceptance No. 07-1107.08,issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/2007 and expiring on 08/27/2008. 4. Notice of Acceptance No. 07-0301.10,issued to Dyplast Products,LLC,for their Dyplast ISO-C1 Polyisocyanurate Insulation, approved on 06/07/2007 and expiring on 01/11/2012. "Submitted tinder NYOA #05-022&02" 5. 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. 6. 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 1. Ghia,P.E. 7. 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 2010 FBC and no financial interest,issued by Al-Farooq Corporation, dated 10/26/2011,signed and sealed by Javad Ahmad,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No.12-0110.06 Expiration Date: August 9,2016 Approval Date:March 1,2012 E-2 TOP FIXTURE 5-1/2"X 2-3/4"% ` STEEL PLATE WITH ONE 5/18^1$ MSS W/NUT FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER 7-1/2'X 3"X .071"GALV.STEEL O (6) #14 X 3/4"SELF DRILLING SCREWS TO BE INSTALLED AT END ROLLER HINGE--- CETITER STILEm p p CENTER STALE z co ................. _ -©O IYA O .071"X 7-1/2"GALV.STEEL\`. ' `•-- CtM(pt HINGE ................-......-- ......,,» ® W/(4) X14 X 1/2`SATS •'�''�._..-...' - -——— �...�.. ..--.._ ( C ¢ d -� B TO S o LQ^K _............_.._...-...__ qx J s 2/BOOR ..-'-_....,._._ _ ... . aW r -1"W X.iS"iTiK. LATCH N G . "o.m- ..a„tee•._ �-."nn�'faxL�R�-= kF LOADED SLIDE BOLT LOCK (BOTH SIDES) - Of R Y!/(4) 14 X 1/2'S.M.S. �-� --� -” - O N. LOCK ENGAGEMENT CONFORMS TO ._.._...._ _.......2 REGARDING GARAGE DOORS - j ry ZFUj DOOR HOW COWSTS OF 2 SECTIDNS IV 2 SECTIONS 21" 158 DIA- �.V qkBLE _kIRCCRAFT TYPE ® t` OPf€OtdPY VENT -L-"••A 8'-8" 1 SECTION 18' S 5EC'n011S 21" W MIN. 5 TO t SAFETI'ESS FACTOR 4- Z N 7' 4 SECTIONS 21•- _ f (3) 5"WIDE AT 7"O.C. MAX, OPTIONAL FLUSH FACE U �j ® OPENING26 S0.IN, NOT TO EXCEED [COLONAL DESIGN WOOD GRAIN DESIGN N 7-G O SECTIONS 18"- - _,.,. 6•X 3`X O.1" I mQ q 7'-9' 8 SECTIONS 1B"1_SECTiON 2~t` STEEL PLATE- ' - 8' 3 SECTIONS 18"2 SECTIONS 21' WITH (2) #14 X 5/8'SMS ll ® m ..__ MAX. DOOR WIDTH T„SECn,ONS 18'3 SECTIONS 21' ..�,.•� ...._...............-._.. ..` 9'^4” 1 SECn�N 18" 4 SfCTWN^a 21" '�---• � 8'-9 5 SMIIDNS 21"- ' BRACKET BRACKET INSIDE ELEVATION _ 9' 8 SECTIONS i8"- STD. UFT DOOR LOW HEADROOM RAISEDPANEL EMBOSSED DOOR 2 W-3' 5 SECTIONS 19'1 SECTION 21' DOOR OPTION 2" C -5• a sEctlCNs ta's"seCnoNs 21" c 9'--9" JSECTIONS te'3 SECTIONS 21' 7-7/8"%3-1/8"K.010° 10'-----2 SECTIONS 18'4 SECTIM6 21 STEII.PLATE ___.._.._ / DAB DOOR MODEL 824• b 10-3" 1 SECTION i8" 5 SECTIOtt3 21• CENTER STILE- WITH(4) X14 K 3 4"SDS ?- 0: �-_- — MAX. SIZE 9'-4" WIDE X 16'-0" HIGH o t0'-8`' 8 SECTIONS 2t'- OUTSIDE C SECTIONS 18.1 SECTION 21" HANDLE \... —.'—.— i t' B SFCTIOTi5 18`2 smnoNS 21" END STILE V I 4 SECTIONS 1$'3 SECTIONS 21' DESIGN PRESSURE RATING = 4 50.0 PSF - - n'-8 3 SECRONS 18'4 SECTIONS zl• - 60.0 PSF 2 SECTIONS 18'5 SECTIONS 21• ° LOCK BAR GUIDES m 19 121 -1 SECF.QAIS 1$'8 SECTWNS 21" INSTALLED ON END STILE 2 7 SEC116N5 21'- e WITH(4) #14 X 5/8"SMS ..............___.._.........._-- "SECrV - THIS PRODUCT tS RATED FOR LARGE MISSILE IMPACT S 12'-8` 8 S(!CTiCNS 18 2 SECTIONS 21' =2 -".._......„.... b m v 0 12-8_,•,_ 6 SECTIONS 18'3 SECTKINS 21' 18T X.6W LOCK BAR t3' 4 SECLIONS_18”4 SECTIONS 21" ENGAGES IN TRACK GENERAL NOTES ' ,_.13'-3' 3 SECTIONS 19"5 S(S:7ION5 2t" ON EACH SIDE OF DOOR 'q 13'-8' 2 SEmms/8'8 SECTIONS 21` 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE n,gr,JAVAO fit¢AD, QRnWCfREVISF?D E 13'-9 ,.SWION 16" 7 SLCTWNS 21" OUTSIDE QED L-0C REOUIREMENTS OF THE FLORIDA OWLD€NG CODE 2010 EDITION INCLUDING �, ,ygwm On Fl„� 4 14 8 SECTIONS 21"- LOCK FMR LOCKING SHOwN HIGH VELOCITY HURRICANE ZONE. FIA PE 9 70592. O1di�Ig Cokr o ma. 14'-3' 8 SEC11014S 18'3 SECTIONS 21" ALTERNATE TO LOCKS SHOWN ABOVE 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. .'C•A•N. 538 A T'b 3yO/tp,o� 14'-8" a 91:CFIONS 18.,4�SFxTttiNS 21" ANCt-IOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL Av 2t o _.._..--- DRESSING OR STUCCO. •K t4'-9" 4 SECilON5 18'5 SECTF0.N5 21' 15' 3 SECTIONS.19'8 SECTIONS 21' 3. ALL BOLTS, NUTS AND WASHERS S11A1.1.BE 7-!NC PLATED CARBON STEEL. BY c "":•.; :;.7 _ts'-3" _ 1.-s[CRoTis 19'7 sEGTmNs 21 ,,11 �' drawing no. 15'-0' 1 SECixtN 18"8 SECTtONB 21 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN TNESE DETAILS ARE NOT PART Of THIS APPROVALq n ._1S'.-9'.___ 9 SECTIONS 21 - S. A!TIRO DURATIdN RJCRFASE Ca USED IN DESIGN OF ANCHORS INTO WOAD ONLY. -01-"03... .. 18' 8 SECTWSiS 18"4 SECTIONS 21" aheot 1 ot_5., r 24 G/4 STEEL PANEL- • 3/16"ALUM RIVETS m 4ft V 21: FLAPS BENT OVER PANEL- i Q I O d a ' a �Q o -.02.1° SfL. PANEL 1/2"PUNCHED HOLES (�r020 tj td 4"O.C. f_- 9(L0 031, g OUTSIDE OF DOCK l C ... 1 1 In 1n r STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER TO WOOD JAAI9 WITH BY 'SCHLAGE SECURITY HARDWARE' 5/18"X 1-5/8"LAG SCREW INSTALLED IN 9/18" DIA. HOLES IN CENTER STILE PtLY THREADEO) E PER BRACKET POSTTIONEO AT EYE LEVEL END STILE o co OPTIONAL STOP MOULDING ANC11011IJ p M FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER A) 3/8"DIA, POWER-EMT RY'POWERS' w TO MASONRY SEE NOTE ON SHEET 4 2"MIN, EMBED INTO CONCRETE G7 014 X s 6"SMS 1-7/8"MIN. EDGE DISTANCE U v 6 PER HINGE 3/4'X 2"X 2-1/2"X 18 GA STEEL 37. Z o END STILE,CONNECT TO PANELS MTH 9):....FS D1A._LiLC_.S�EVE DY'"fun W SOUTHERN PfNE 112"X 1-3/4'X.059'FORMED STEEL FLAPS AND 3/18"ALUM RNETS 1-t/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK N O>p I 0.55 INE 0 TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8"MIN. MCC DISTANCE INTO CONCRETE � a 0: 0 ST.'." END STILE MTN 3/16'POP RIVETS W 12"O.C. a MIN. EDGE DISTANCE INTO FILLED BLOCK a O 3 c a aZ -7/8"X 2-5/8"% 045'STEEL y EDGE CONCRETE 1'0-3000 PSI MN. y Otn CENTER SDI.F..GLUED AND RAtETffD DISTANCE ��``- -''�f • 1 TO PANEL w/(4)3/18'RIVETS C-80 GROUT FILLED BLOCK I'm 2000 p51 MIN. N 1 1/2`MIN. I NOP RIVETS i 414 Y. 5/8"S.M.S. 'b: p.", :: .:.;.:.:._:J 4/HINGE ....... .... ANCHOR TYPE A OR B 1.9` %2.19"X 33"X AD2' ....(1)PER BRnDKer [�v STE£l TRACK BRACKETS._..._- _ 5EE SHEET 3 FOR BRACKET SPACING SEE SHEET 3 FOR SPACING 1/4-20 SS BOLT&NUT m `� 7-1/2"X.050"QALV. STEEL _ � CENTER HINGE 7-1/2"X 3"X.071" o m u a w r CfAI. SECTION B-B DROLLER HINGE V. STEEL TRACK FASTENED TO TRACK PLATES 7/16"PUSHNUT 7.82"DIA.X .50" W/ %4-20 X D 8"TRUSS HD, INSTALLED ON ROLLER SHAFT NYLON/STEEL ROLLERS OTTED M.SI&LOCK NUTi W/.44 DIA X 4-1/4"STEM :JAY. L .. P114Dtx.TR6NS8D a INTERIOR SIDE PC-0 raoa�tyilglrimtMpiaiFs 4 t1 CA.N.3539 COG o 14ialt• .ducl r dlvermg no. 01-09 (shoot 2 of 5� •POP RIVETS Z! 5/16"X i-5/6"LAC SCREWS INTO WOOD OR 2 X 2 X 1/8"HOFVZ.ANGLE. m _ 2-3/4'X 5-1/2'%J"X.104" HORtZ.TIYACK SUPPORT, SPOT WELDED TO HORIZ.TRACK y 5/16"SLEEVE ANCHORS WAIL TWO WELOS AT 1-1/2"APART /�T GALV.STEEL CENTER SUPPORT READ.ON DOORS �Y J /' TOP ROLLER BRACKET(DOUBLE) WITH 1-1/4'EMBED INTO BRACKET EXREEDING 8 EZ.IN HEIGHT-.. RBST AT 3"O.C. Vj I `^*• _ FASTENED W/(8)# 14%5/8"S.M.S. _ _ I$ A ••� REST AT 9"O.C, o � ) _ CONNECTED TO FLAG BRACKET ANGLE Z' m ............... 0 n L .090 THE.GALV.WED O BR CKLI TABLE - "'• W/3/8-16 X 3/4'BOLT&NUT SLIDE FlaSTEN€D TO BRACKET 2--1/2"X 4-1/4"% Y3 GA. STEEL PLATES . ......._`_---_.__ ,:: -'- AND TO SPRING SHAFT GUIDE WITH W/8/16-18 X 3/4'HEX HEAD - WELDED TO 1-1/2"X 1-1/2"X 14 GTL ANGLE -- A - � (7.) 3/4-20 X 0/8"DOLT&NUT SCREWS&NUTS. FASTENED TO TRACK n .. WITH(4) 1/4-20 SS. BOLT&NUTS - -- HORIZ.T'f2ACK LENGTH -OPENiNG HEIGHT PLUS 12_ O ............... -- .- HORIZONTAL REINFORCEMENT ^R ° .} Y �i/2'X f-3/4"X,639'FORMED STEEL }:_ VERTICAL TRACK V VVVV t` N QLUEtl TO PANEL AtJD FASTENED TO - 14 Gh GAW.STEEL TRACK 2-1/8"X t"X A80" ° m SECTION A-A c VERTIM Snt�WITH fl 4 o (2)3/16"PDP Rrvus 2"X 5-1/2"GALX.1044- _ 0 06 ° FASTENED VfT f4)6 LER B 5 8 ET POR y�O LOWOHHEA)R�ROOM DOOR OPTION P. HORIZONTAL REINFORCEMENT DOOR ° SECTION HEIGHTS BRACKET PLACEMENTS X7 1/2"X 1-3/4'X.053"FORMED STEEL HEIGHT Q g GLUED TO PANEL AND FASTENED TO IST 2ND 3RD 4TH 5TH B1 B2 B3 B4 B5 B6 67 BB V)3/11 STILES WITH .. - .__. .".;-...'..-^^---� (2}J/16"POP RIVETS 6'-tl" t8".1,8" 18" 18"N/A 1" 11-3/4 23" 34" 45" 56" 87" - - - i 21"18" 18'21"N/A V 11-3/4" 23" 34" 45" 56"67 MEETING RIB -� T-O" 21"21" 2f"21"N A i' 11-3/4" 23" 34" 45" 58" 67 -�� J 7'-6" 18"18" 18'18" 18" 1" f1-3/4' 23" 34" 45" 56` 67" 78-1/4" » fS 8'-0" 2i°t8" 18" 18" 21" t" 11-3/4' ...23....... 3&"_ ..._...b8' 67 78-1/4" tri 00 _ 1.82"DFA. X .50'ROLLERS m�? —SECTIONS ARE NtftABEREU STARTING AT THE BOTTOM p tl �/rW/.44 UFA, X 4-1/9"STEht nx� FOR DOORS MORE THAN 8 FT.HIGH, USE ADOMONAL TRACK BRACKETS AT 10" O.C. OPTIONAL INSULATIONS: a 6 BY'DYPLAST DROOLI ts, o 1 1.9'X 2.14'X 3.3"X.090" ¢ U i N FPS-EXPANDED POLYSTYRENE STEEL TRACK BRACKETZ rcn ^ DE 171. 1.05 PCFp^p 2-3/16"HIGHpp z _ O.A. 007-1107.08 CONNECTED TO TRACK WRH ¢ o OR 1/4 BOLTS 6e NETTS. - Z Q' a m ........ m ISO-25 POLY-ISOCANURTE ........ 0[' 0DENSITY a 2.0 RCF Z C9 NAA, #07-0.301.10 L ,q ::::•:.�:• OR ... N 01 r BY'ItAYFLFOAM1I II C.' '::: DENSITY®092 PCF '••^••••• N.O.A. X07-1018.07 + '1�14 GA.GALV.STEEL c ROLLER HINGES FASTENED W/(4) #14 X 5/6"SMS m MIN. ,024"ROLL FORMED STEEL PANEL LEI oaDRAWING QUALITY G-40 IK -- MIN.YIELD STRENGTH- 34 KSI C _ r WITH PRIMER AND BAKED-ON TRACK CONFIGURATION Y POLYSTER PAINTED TOP COAT APPLIED 70'BOTH SIDES OF STEEL ftuVERT CA I fFT MGH LIFT STANDARD LfFf LOW HEADROODOUBLE TRACK aLfiE4K I? ON .Q- 5 12 GA.GALV. STEEL Gel:JAVA%AtiFbtO PRODUCT A6VI" ' ���...- BOTTOM BRACKET FASTENED CMI, a 000*1us Wi6do name W/(4)#14 X 5/8'SMS FLA.PE#70592 Baaft Co& i = CAN.3538 AMEP Moe et+/ .�.....— OAOLLUM ___ UTE drawing n6.- WITH 1/8"X 1"S.M.S.®48"O.C. Q SECTION.A A AND RU 'EF?WFATHERSTRIPPING 01 09 ) sheet 3;of 5 Z O a � IL a� o� tti7 c&Qt7 g Q-3 O {L ZZ ue,r�j Q W � O ANCHOR _.,.,_.........,.ANCHORb 0 ,..._..____._......_.._______..,...� SPACING b O ANCHORS STRUCTURE EMBED SPACING EDGE DIST. O 17 ....................................5 .p... 318'HLC SLEEVE BY HSITI' CONC. 1.1-1/4"1 B" t-5 8 3 8 H C SLME 0Y'H%^PAF_@LOf$f 1-1CW9 5/16'K 7-5/8" _,,..._3 n OYkA8OLT F3Y 17W_ _ Cf1NC, t-1 2 B" 2" U a STEEL STRUCTURE BY OTHERS J is DYNABOII"BY' FllLEO BLOCK i-1 2 3-J 4 IAO SCREWS ._.._.._.�_ _- __ ...�..�..._...f3'._.................. Z m �+ ".... AT 12"O.C. MUST SUPPORT THE LOADS IMPOSED 3 POWER-BOLT BY pUWER5 COkC. 2' 8" 1-7f8 - 2 m BY DOOR SYSTEM _.-- ...____..._... �..__ .....,._._._....�,,.. w p I 3 8 St.EEVE-AL1 6YMRSOHS' CONC. 1-1 2 8 1-7/8' C CONCRETE T c--I=PSI LIN. O Q " To D61. BOLTS 0-00 GROUT FILLED BLOCK 7'm 2000 PSI MIN. i= O 2 v WASHER&NUT WOOD FRAME BUILDINGS > �, '' ' A7 72"O,C.MAX EDGE DIST. QI N STUD WALLS OR DOOR OPENING(NOT BY DAB DOORS Q SHALL BE FRAMED SOLID BY NOT LESS THAN I O -3: (3)2X3TUDRS SURE TREATED GRADE 2 SYP OR BETTER U T.._....___...._..�..0 STUD WADS TO BE CONT.FROM FOOTING TO TIE BEAM. ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE 1-t 4'X 2-1/2"X 14 GA SUPPORTING STRUCTURE. 7-1/2° 1-1/2' `-'-00 STEEL &E ttGK GONNECTtON TO MASONRY _� 12 GA.GALV.STEEL OO D .----•..._..._........ _ TRACK SHALL BE SECURED WITH CONT.STEEL ANGLE lO PRESSURE FIAT BRACKETS LONG �n TREATED 2X5 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO AT 72'O.C. 6d DOOR OPNC. o GROUTED REINFORCED MASONRY 61.00K WALL OR CONC.COLUMN WITH AT 18'O.C.ABOVE DOOR OPNC. C "'CONNECTED TO CONT.ANGLE E 1/4'UL7RACON BY'ELCO'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE 2-1 8"X i°X 14 CA. u 20"O.C. INTO BLOCK WALL.WITH 2-1/4"MIN.EMBED GALV.STEEL TRACK a 2 a F� 18"O,C, INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN,EMBED FASTENED TO TRACK PLATES 2-1/2"MIN.EDGE DISTANCE W ((2� 1/4-20X5/8"TRUSS HD. -- SL01WID I.S.S.&LOCK NUT 1/4'TAPPER BY'POWERS'LY(TH SPACGlG OF a 'ci o r 14"O.C.INTO BLOCK WALL,WITH 1-1/2*MSN. EMBED m o N w , 3 O.C.INTO TSTA CE CONCRETE,WITH 1-3/4"MIN.EMBED ALTERNATE TRACK INSTALLATION -•`-'B 3"MSN.EDGE DESTANCE 3/8"CONFLEX BY'ELCO'OR 3/B"LOT BY'ITW WITH SPACING OF .. 24"O.C.INTO 3000 PSI CONCRETE, YAITI 2-1/2"MIN,EMBED •• ' 7."MIN.EDGE DISTA14CE 3/8'HLC SLEEVE BY'HIL7T'WITH SPACING OF FTApENpa 70582 B w�� 18'D.C. INTO BLOCK SI CO WITH 1-1/4"MEN. EMBED,4'MIN.EDGE DIST. ,CAtLt:83ti rOjld,IJG , 18'O.C.INTO 3000 PSA CONCRETE,WITH 1-1/4"4"MEN.EMBED ATR) 2-1/2"MSN.EDGE DISTANCE / THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED ,1.6 WRH FOUR 5 BARS EXTENDING WTO FOOTING AND INTO TIE BEAMS LL _ �` M Pr CatNo1 df0'NTO{t no, ALL BARS 5 TALL 8E CONTINUOUS FROM TIE DFAbAS 70 FOOTING. P —� PREPARATION OF JAMBS BYTO HERS shoot 4 oT 5 ,k PLASTIC COMPLIES WITH1,250 �� a DDDR PANEL SECTION 2612 OF FBC 2007 ar 1 2.4 CA. (,024)STEEL tarty. SEE EVIDENCE PAGE ----- c Z 0 1.765 .._._� 1.728 Q u.� 7/16'DSA.WASHER 1.444 IL aQ (� #8 X 3/4°SMS 21 3/4" O v c 1 1 0 3/8"FROM ENDS M 1 l ` AND 7.O.C.MAX. Max. .176 �'-.._....flOD-..._ O'�'t G 1 iii c WOW. 5liptFf'� � _ EXTERIOR FR hAE INTERIOR FRAM O°T 1 1 11 18 1/8° PoGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION �. (4)18 X 3/4"SMS H i l i U 1-3/8"FROM ENDS oa 3 i Iii. 1 Y AND 8-1/2'O.C. MAX. ci D.E..U. ,j cp5 MNry R .178 X.082 DEEP 6 •.� '.� . 00 l GROOVE ifIlyh, 0 111 7 i i i l BY f/4"PCtLYCrtR00NATE TEXAN l T u % i 1;I .'V - SACC IN %