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HomeMy WebLinkAboutProduct Approval MIAMP MIAMI-DADE COUNTY M111.1, 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.gov/econom 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 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 Masterg Model 824/811 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 03/0912015,sheets I 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. MISS]'ELE 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 I 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. 15-0304.01 MMM= Expiration Date:July 21,2020 MIAMI-DADEC NTY &4 13W•(Y12011� Approval Date:April 23,2415 +114;01� Page 1 10 /�110/7 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 09/10/2002,with last revision J dated 11/07/2014,sheets I 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 05/0212007,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 01/2112011,signed and sealed by Candido F. Font,P.E. "Submitted tinder 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 Al-Farooq Corporation, dated 09122/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. 464 14912015, Carlos M.Utrers,P.H. Product Control Examiner NOA No. 15-0304.01 Expiration Date:July 21,2020 Approval Date: April 23,2415 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted 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 scaled 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 07/1712018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfbam,LLC, for their Insulfbam 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 11/1.0/2011 and expiring on 01/11/2017. S. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/2412016. "Submitted under NOA#05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E. Droz-Seda,P.E. 7. Test Reports on'rensile 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"edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 05113/2014, signed and scaled by Javad Ahmad, P.E. �9 14/70< 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 2-1/4'X 18 GA. -- PUSH NUT TOP FIXTURE 5-1/2"X 2-3/4"X 0.1" - f GAIV. STEEL CENTER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER �� ,3 Wj (4) #14 X 5/8"SMS i `� 'FASTENED TO END STILE WITH TO BE INSTALLED AT 12,O WITHOUT DELRON SLEEVE (STD.) __,_� (6) #14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE p 7-ij2"X 3" X .071"GAIV.STEEL t O©I I SEE SHEET 3 FOR TOP BRACKET OPTIONS - 0 END ROLLER HINGE 11 00 I CENTER STILES "0 F. W/(6)#14 X 5/8"SMS t SEE SCH. 'A' F Z '�3 444 WITHOUT O"ON SLEEVE(STD.) / 1- O WITH DELRON SLEEVE (OPTIONAL) `t p - - ----- 'r �r---7i'---� f[a 7-1 X 2-t .07t" `�•`--__- r . CENTER HINGE LOCK ° W/(4} �14 X 5/8"SMS 2/DOOR ` -__ WITH DEIRON SLEEVE (OPTIONAL) O O r I'W X .IS THK. tATCN ^�I r _._ _. 1 .. STANDARD LOCK ! I m 0 IL Q O CENTER HINGE SPRING LOADED SLIDE BOLT (BOTH SIDE`S i 0 W `. FASTENED W/(4) /Jt+ X 1/2" S.M.S. �. r L�----- n�i."_--�_=__ r1 -: •� _----.J I i W a a .O 5/8"MIN. LOCK ENGAGEMENTU�� CONFORMS TO SECTION 1008 REGARDING —,- - - - - _ '- - --- _ -- i Q to ? g GARAGE DOORS - �� ! QZ.�g f C � f# _ QZ ISIS Dla GALv.AIRCRAFT TYPE T SLEEVE,�. ® \ _ 1_ r, � •,1�`.� „I _ A I�jI4r �1 CABLE fc NICO-PRESS SAFETY FACTORB W/MIN. 5 TO 1 SAFETY FACTOR i ,J 1 2-3/4"W X 5 5/8"H% .094"THK.II STEEL PLATE, 1-3/8"DEEP WITH SELF DRILLING SCREWS `. y cv u_—_t 52 BRACKET BRACKET ''I y'�`ISTD, LIFT DOOR LOW HEADROOM JIItout 0 of DOOR OPTION / - - -- -i --SI —_—.j V ( Z I--V—. _ DOOR 'U'BARS A7 _ = - — o co rD HEIGHT CONSISTS OF EACH OooR 7-7/8"% 3-1/8' X .010" `� / OPTIONAL VENTS 8-6 2 SECnpNS IB'2 SECTIONS 2t' STEEL PLATE OPTIONAL FLUSH FACE (3) 5"WIDE AT 7"O.C. VAX. 6'-9 I SECTION 18' 3 SECTIONS 21` WITH (4) X14 X 3/4"SDS OPNC. AREA NOT TO EXCEED 120 SO. IN. WOOD GRAIN DESIGN L --A 0 Z --- MAX. DOOR WIDTH ]' 4.5ECTIONS 21' 16-2, ]'-8' S SECTIONS 18 - CENTER STILE- DAD DOORS INC. •--I 7'-5" 4 SECTIONS 18 11 SECTION 21" INSIDE ELEVATION 187 "x N"'E e' 3 S£cnoNs t8 z secnDNS 21" OUTSIDE RAISED PANEL EMBOSSED DOOR Mox.HurOne Master Model 824/8i t r O f z Mdx. Size 16'-2" X 16'-0" High -8'-3' 2 SEGn S 18 SSECTI NS 21' HANDLEr\ L".CK ENO STILE 9 �-----� 8•-6' 1 SECTION 18 4 SECTIONS 21" L 1th Window Lit¢ Option S SECTIONS 21 14 X 3/4" SELF DRILLING SCREWS MAY BE USEDs' s SECTIONS id Ih LIEU OF(114 x 5/6"SM5 �� QES#GN PRESSURERATING = t 36,0 PSF R GUIDES -----S SECTIOS18"1 SECTION 21" QD ON ENO STILE (- - --�-- - 44.0 PSFs'-6" +SECTIONS 18'12 sECno»S 21" X14 X SJ6'SMS (THIS PUCT IS RATED FOR LARGE MISIL {MPACT GENERAL NC}TE9'-9" 3 SECTNINS Id'3 SECTIONS 21' O 10' .2 SECTIONS 18'+SECTIONS 21" u OCK BAR I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE10'-3' 1 SECTION 18" 5 SECTIONS 21" Q ENGAS IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(F8C)FIFTH EDITION (2014) 10'-6' 6 SECTIONS 21'- c`5 ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). l0'-9' 6 SECTIONS 18"i SECTION 2F" CENTER STILES SCHEDULE'A• 2, ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. OUTS@E KEYED LOCK ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 11' 5 SECTIONS 1d 2 SECTIONS 21" CENTER STILES CONFIGURATION it'-3 4 SECTIONS 18 3 SECTIONS 21" yP)'��I'}[4„� _ A- p00F1 W10T14 }'5 OF CENTER STIES DRESSING OR STUCCO. 11'-6 AUCTIONS 18 4 SECTK)NS Z1" - -" ._� -. LOCK BAR LOCKING SHOWN III d{� 8 0'TO 9 10 2 _ __ _ 3. ALL BOLTS,NUTS ANO WASHERS SHALL BE ZINC PLATED CARBON STEEL. N tY-9 2 SECDONS 18 5 SECTIONS 21' ALTERNATE TO -111 L��'-'UUU 1 UUl1 t0-0"70 11 10" 2 -_- q THOSE SHOWN IN p 12 1 SECTIONS 18 6 SECTIONS 21' - - ANCHORING OR LOADING CONDITIONS OTHER THAN SPRING LOADED SLIDE BOLT 12 0"TO 13 ib" _ 3 _ THESE DETAILS ARE NOT PART OF THIS APPROVAL o'a, 12'-3 7 SECTIONS 21 _ LOCKS SHOWN ABOVE 8'_O"TO 9'^10" 1 14_O',.TO 75 10' _3-__ > $ vvviii 15' I1'70 16-2° - 5 5 A LOAD WRAIiON INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY, o - 12'-6' 6 SECTIONS id 2 SECTIONS 21' �� --�_---- __ _ - - - -- DOOR WIDTHS 12'-9" 5 SECTIONS 18 3 SECTIONS 21" ""`-� - rb40R TESTED IN ACCOR DANCEWITH THE REQUIREMENTS OF FLORIDA (; � I ' 4 SECTIONS 18 4 SECTIONS 21' - _ Et BUILDING CODE TAS 202,TAS-201 & ,AS-203 FOR HVHZ AND " 3 SECTIONS 18 5 SECTIONS 21" 'I' III Im p 1 - i i I -051-JAVAD 1996 - N o 1 ' i ! �I ASTM E1886 09. '2 SECTIONS 18 6 SECTIONS 27" -' - _ - - Eng.JA AD AHMAO a II 1 SECTION18 ]SECTIONS21" CML FLA.PE J]0592TOi l' TO' -0"TO 15'-10 C.A». 388 SECTIONS18 3SECTIONS 21 _-." "- '"'-"-"'-` - ----' -"'1 5 SE_CT10NS 18 4 SECTIONS 21" - - - TH$ -�4 SECTIONS 111 5 SECTIONS 21" _DOOR DOOR I3 SECnpS 18 6 SECTIONS 21" IN III a II I III III I III 111 III pI !CA�_�' 2 S£Lito t8 J$ECIIONS 2i" - _ 2015dEaWinGJ n0' 1 SECTION 18" 8 SECTIONS 21" LDIJ �-�_ rT �'t�1' 9 SECTION21' 2'-0"TO 13'-10" 15-ki"TO ifi' 2" OG-G6 SECTIONS IQ"4 SECTIQNS 21" DOOR WIDTHS DOOR WIDTHS sheet }of § I,-,_._.-_j 24 GA.STEEL PANEL o N 'k m N Z FLAPS BENT OVER PANEL a� N �0 0 e ® 1/2" PUNCHED HOLES f I � 0 4"D.C. 0 a r -055•X 2-1/4"X 3/4"X 2- I O n N GALV. STEEL U.BAR REINFORCING TRUSS ° 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/TWO I LL 111_o #14 X 5/8"S.M.S. AND TO ENO STILE - 1 -Zu, a j W/FOUR#14 X 3/4"SELF DRILLING S. Ip q(y W e9 f F E o 3/16"POP RIVETS AT 4"O.C. m - _ (6) FOR 21 STILES F -- (5) FOR 18"STILES 3 .024" STL. PANEL 4 Vj M U ® KING TILE N Q J OUTSIDE OF DOOR w B a0 w E-D � N rno 1 IST SECTION OTTON INTERMEDIATE SECTION TOP SECTION - O 3 c5 O r OPTIONAL STOP MOULDING Q N Q -BY DOOR INSTALLER SOLID BRASS DOOR VIEWER N 0 ^= W STEEL TRACK BRACKET FASTENED BY 'SCHLAGE SECURITY HARDWARE' TO WOOD JAMB WITH $ 14 X 5/8"SMS 3/4"X 2'X 2-1/2"X .049"STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE L —� 5/16"X 1-5/8" LAG SCREW 6 PER HINGE END STILE, CONNECT TO PANELS WITH (FULLY THREADED) FLAPS AND (5) OR (6) 3/16"ALUM RIVETS POSITIONED AT EYE LEVEL HEX WASHER HEAD TYPE A 1/2° X 1-3/4°X .058" FORMED STEEL SEE DETAIL ABOVE ONE PER BRACKET GLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKE'P: W W W END SI 1LE WITH (4) 3/16"POP RIVETS vsi SOUTHERN PINE - "4• 1-7/8"X 2-5/8" % .049°STEEL __ EDGE ��y{{ �"DIA. POWER-BOLT BY'POWER' � n 0 DISTANCE A) 2 MIN. EMBED INTO CONCRETE (3000 PSI MIN.) € 0.55 S. " -CENTER STILE,GLUED AND RIVETED I J 2" MIN. EDGE DISTANCE w W TO PANEL W/ (4) 3/16"RIVETS 3/16• 1 1- MIN. POP RIVETS °' I1 3/16 /R'Ote HLG �I FEVF RY 'HtL TI' „w 14%5/B"S.M.S. '�_ - 1 DIST. I 4/ HINGE I °•, 1"° _ 8) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 0 6 i o 2-1/4" MIN, EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK 11 1-3/16"I - h� CONCRETE V' = 3000 PSI MIN. 1 I C-90 GROUT FILLED BLOCK I'm 2000 PSV MIN. 1.9" X 2.19" X 3.3" X .090" LANCHOR TYPE A OR B v u - c STEEL TRACK BRACKETS-- -ALlu I 1 (1) PER BRACKET SEE SHEET 3 FOR SPACING _ -. ____ _ _ SEE SHEET 3 FOR BRACKET SPACING n -� En MODUCT RENE JAVAD AHMAD I o 9r CM WED j I 1 FU.PC 70594 •lOOrlyYlp iMlAlrM;lp{/� $ I ,. 7-1/2"X .050" 7-1/2" X .071"_ 1/4-20 SS BOLT Aempwm No � / INTERIOR SIDE h NUT �� GALV. STEEL_ END ROLLER HINGE +°° _ STEEL TRACK CENTER HINGE 14 GA. X 2-1/8"X 1"(STANDARD) 1.82"DW. X .50"STEEL ROLLERS (STD.) • 0 X15 DT (drawing no. 12 GA. % 3-5/16"X 1-1/2"(OPTIONAL)_ 7/8"PUSHNUT 1.82" DIA. X .50"NYLON ROLLERS (OPTIONAL) PtedlM FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA, X.50"STEEL ROLLERS (OPTIONAL)— 02 21 W/ 1/4-20 X 5/8"TRUSS HD. 2.75"DIA. X .50"NYLON ROLLERS (OPTIONAL) C l SLOTTED M.S. &LOCK NUT S CTION B-B WITH 5" STEM sheet 2 of J POP RIVETS1-1/2"X 1/2"X 1/8"HORIZ.ANGLE 2" 5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, FOR DOOR HEIGHTS UPR)8 FT. 2-3/4'X 5-1/2"X 3"X.IOC - 5/16"SLEEVE ANCHORS CENTER SUPPORT REDD. ON DOORS WITHOUT INSULATION OR WINDOWS, GALV.STEEL WITH 1-1/4"EMBED INFO MASONRY EXREEDING 8 r't. iN HEIGHT,-_ 2"X 2"X 1/8"HORIZ.ANGLE /'TOP ROLLER BRACKET ON EACH 510E 3 PER BRACKET II q FOR p00R HEIGHTS ABOVE 8 FT.OR N FASTENED Wf(6) 74 X 5f8"S.M.S. it I 1 000 SPOTHWELDED TTO PORTZ.I TRACK z 14 CA.CATV.STEEL ApJIISTABLE 2-1f2"% 4-1/4' X 13 GA. STEEL PLATES .- - �_ - WITH TWO WELDS AT 1-1/2"APART \ SLIDE FASTENED TO BRACKET f " III _ \\\ WELDED TO 1-i 2 X i-1 2 FIRST AT 3"OC,R£ST \ W/5/16-7$X 3/4"HEX HEAD - - /" I"X td GA. ANGLE Vtt--R-z�TRA,—­NGT A-' ! CONNECTED TO FLAG BRACKET ANGLE F N M.SCREWS&NUTS, 4 FASTENED TO TRACK - W/3/8-16 X 3/4"BOLT&NUT Q o \\ WITH (d) 1/4-20 SS. BOLT&NUTS - H = OPEMING HEIGHT FLUS 12" _ AND TO SPRING SHAFT GUIDE WITH f4' ro TOP BRACKET - ...__ ..___.�_-�_- -_...._ 2 fSu '- (STANDARD) TOP BRACKET ---_ ---- (2) 1/4-90 X 5/8"BOLT& NUT �7?.� (OPTIONAL)) LOW HEADROOM 000 O n HORIZONTAL REINFORCEMENT -1 14 GA GALV,STEEL TRACK a0 ,i X 7-3/4"X .058"FORMED STEEL --- LLL_IL VERTICAL TRACK—` Q IL q Q LYrLiLlllL 2R 8 -1f8"X 1"X .080" GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH J SECTION A—A '�a - 2"X 5-1/2"X .104" ` - �, Ct (2) 3/16"POP RIVETS I� n{ CATV. STEEL FASTENED Wf(4)111 14 54 X 5j$"S.M.S. ! 70P ROLLER BRACKET FOR HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR SECTION HEIGHTS BRACKET PLACEMENTS 1/2"X 1-3/4" X 058"FORMED STEEL HEIGHT 1STI2ND 3RD 4TH 5TH B1 82 93 84 I BS I @6 E7 L S WITH SBB l GLUED TO PANEL AND FASTENED TO -- TILE - 6' O" 18�7TB NIA T TO 2 11 i 3f4 23 34 1 45 1 56" 67" - (2j 3/16"POP RIVETS g" pi VERTICAtg tg-21"N/A 1 TO 2 11-3/4" 23 34 45 56' 67' - " 5/16" MEETING RIB I _- T 0" 27 -2Y 21"2Y"N/A 1 TO 2 71-3f4" 23' 34 45" 55 ' 67" -_ PLASTIC/STEEL ROLLERS 7'-6"� 15" 18" 18' 1'TO 2"11-3/4" 23 34" 45" 56" 6T 7g-1/4" I To I � i 1.82" DIA. % .50" 8'-0" '21"18' 18"18" 21"1"TO 2.71-3f4 -23" 34" - 45" 56" 67" 78-1/4" / Wf.44 DIA X 4-1f4"STEM =m '-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM I o s FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. To OPTIONAL INSULATIONS: 210 > �tY'DYPLA51 PR�rc'T,S_ o DENSITY -pPOLYSTYRENE dip w w LL" - - DENSSITY 1.00 5 PCF oI ® 1.9"%2.19" X 3.3"% .090" ��N N.OA. #11-0926.07 } STEEL TRACK BRACKETS / 1!_Z Z .� OR 2-3/16" HIGH / fi(�, co w .t - 150-25 POLY-ISOCYANURATE I CONNECTED TO TRACK WITH U1 0' r I V DENSITY= 2.0 PCF j 1/4*BOLTS& NUTS. 4 3 l N --_- -_`ORA.#11-0926.06 m 0 DENSITY=4.03 NORTH AICA_' � � / a d u1 To DENSITY= '1.03 PCF _._ / _- 01 W ,.,. N.OA #10-1129.04 m f c' Q N+t OR _ / ,r Z BY'INS I_ LIFOAM 11 C_ _ DENSITY'- 0.92 PCF N.OA, #14-0311.08 ® n o 14 LE CATV.STEEL ROLLER HINGES FASTENED8'SM W1(s) p 14 x s/$"SMS m � „o m 2 8 i o MIN. .024"ROLL FORMED STEEL PANEL o `J DRAWING QUALITY C-40 MIN.YIELD STRENGTH= 39 KSI ^- WITH PRIMER AND BAKED-ON u w POLYSTER PAINTED TOP COAT TRACK CONFIGURATION APPLIED TO BOTH SIDES OF STEEL _A YLRTI AL LIFT HIGH LjQ STAND_ ARD,L LOW HEADROOM DOUBLE TRACK r 12 GA,Gain,STEEL AVAILABLE TRA, OPTION BOTTOM BRACKET FASTENED W/(4) # 14 %5/8'SMS Ergr:JAVAD AHMAO CIVILPRODUCTREi')EIVED FLA,.A.PEN. 70592 r am0y1%wilt M4 rm" $ i BOT C38 U SEAL OPTIONS SEE SH -` SEE SHEET 5 No " SECTION A-A R M ypC,y�� �druwing no� SEE SHEET 2 FOR LOCATION 02-21 OF REINFORCING TRUSSES sheet 3oT $J .500 I�t.250 * PLASTIC COMPLIES WITH DOOR PANEL CHAPTER 26 OF FBC N 24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE Z IZW w 1.765 1.725 Q Z -7/16"DIA.WASHER d W 1.144 / 21 3/4' - .176 _ O'M � a I S. 8 X J/4-SMS oo w W It I --O 3/8"FROM ENDS MAX. 800 O IL Q Q g AND 7"O.C. MAX. WDW. WIDTH cpa i * EXTERIOR FRAME * INTERIOR FRAME n m 0d -(4)D# X 3/4IN 6 LL SMS ENDS \,'�o Jo 1 D Oe•. -RIGID-PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION LL W t(04y 10 Q J 1 / / - _--_ I .III I r I YY C J 6 G I .175 % .062 DEEP I ,III GROOVE w ,III 1/4"POLYCARBONATE LEAN I�I]1 / ( / f�f , W M III DY•SABIC TNE PLASTICS' U,=- N.-. NOA#13-0717.01 4� Z a r 7 tX N 1 0 III, r ' •/ J s o II I 175 X .062 DEEP � s UTL GROOVE Y— 1- O C w I �I O y 3/4"SMS INSIDE ELEVATION w I I O 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS =u z p o AND 6-1/2"D.C. MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION _ i /8 X 3/4"SMS C' C�� � III I I O 7/B" FROM ENDS �� 175% .062 DEEP / I � AND 4-i/2"O.C. MAX GROOVE I N o u o c /8 X 3/4"SMS � Il -� O 3/8" FROM ENDS - n AND 7'O.C. MAX. Eng (:JAVAD AHMAD � CML a�I wft dw o" � -7/16"OTA.WASHER - -_-_- - - - - - - - - - FLA.PE/705 2 Hdldie�CL! $ I _--- C.A.N.3538 9b Vj- DOOR EXTERIOR 24 GA. (.024C Re�IK�C�M� dfdWlD n ODOR PANEL 15/16"MIN. D.L. OPG- __ o �d 9 24 GA. (.024)STEEL MIN. GLAZING BITE 02-2_1_j WINDOW WIDTH sheet_5 q 5