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HomeMy WebLinkAboutProduct Approval M1AM1.D:AD)ERECEIVED AUG 14 2017 MIAMI•DADE MIAMI-DADS 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)3I5-2599 NOTICE OF ACCEPTANCE (NOA) .vwtiv.miamiclade.gavleconomv 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 proposes. 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 18'-2"Wide w/ Window Lite Option(DP+40.0,-44.0 PSF) APPROVAL DOCUMENT:Drawing No.05-03,titled"Sectional Garage Door",sheets l through 5 of 5, dated 05/16/2005,with revision H dated 03/21/2016,prepared by AI-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 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 ofNOA. 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#15-0317.01 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.16-0330.01 MIAMt•DADE COt1NTY ,MMI Expiration Date:March 29,2022 Approval Date:June 23,2016 ��6•��/� Page 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.05-03,titled"Sectional Garage Door",sheets 1 through 5 of 5,dated 05/16/2005,with revision H dated 03/21/2016,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted udder NOA#09-0128.06" 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,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. 2. Test report of Tensile Test per ASTM E 8,Report No.HETI 084182,prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font,PE. "Submitted under NOA#06-0817.07" 3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test,per FBC,TAS 202-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 05-1445,dated 03/18/2005,signed and sealed by Rafael E. Droz-Seda,P.E. 4. Test report of Large Missile Impact Test,per FBC,TAS 201-94 and Cyclic Wind Pressure Test per,per FBC,TAS 203-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering&Testing,Inc.,Report No.HETI 05-1446,dated 05/11/2005,signed and sealed by Rafael E.Droz-Seda,P.E. "Submitted under NOA#03-0210.04" 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. C. CALCULATIONS "Submitted under NOA#14-0814.03" 1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. "Submitted under NOA#09-0128.06" 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 11/21/2008,signed and sealed by Humayoun Farooq,F.E. /?ttoft a16 Carlos M.Utrera,P.E. Product Control Examiner NOA No.16-0330.01 Expiration Date:March 29,2022 Approval Date:June 23,2016 E-1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics,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-Cl Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 15-1203.04,issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 03/17/2016 and expiring on 02/24/2021. "Submitted tinder NOA#OS-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,Lie.,Report No.HETI 04-A002,dated 09/2712004,signed and sealed by Rafael E.Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D63 8 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. 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No. 04-761-15019.0,dated 05/06/2004,signed and sealed by J. L.Doldan,P.E. F. STATEMENTS 1. Statement letter of code conformance to the 5u'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. arlos M.Utrera,P.E. Product Control Examiner NOA No.16-0330.01 Expiration Date:March 29,2022 Approval Date:June 23,2016 E-2 7-1/2"X 2-1/4'x 18 GA. _ TOP FIXTURE 5-1/2'X 2-3/4"X OA" r, y GALV.STEEL CENTER HINGE HUT STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER DAD DOORS INC. l>< 4V/(4)814%5/8'SMS0- FASTENEO TO END STILE WITH TO BE INSTALLED AT Hurricane Mostor®Model 824/811to O wfTHOUT DELRON SLEEVE(STD.) / 814 X 3/4'SELF DRILLING SCREWS ANY CENTER STILE Max, Size 18'-2'X 16'-0"High ® 7-1/2"X 3'X.071'GALV.STEEL 0 01 CENTER STILES With Window Ute Option z q w END ROLLER HINGE I I SEE SCH.'A' r,-_.A O W/(6)814 X 5/8'SNS 00 f� YBTHOUT DELRON SLEEVE(STD.) / WITH DELRON SLEEVE(OPTIONAL) 7-1/2"X 2-I/4'%.071" CAW.STEEL C HINGE ° W/(4)814 X 5/8'S45 2/DOOR C WITH DELRON SLEEVE(OPTIONAL) N 2 i�S o CENTER HINGEi 1 i 1'W x,15 TRK.LATCH 11 ANOARD LOCK 1` SPRING LOADED SLIDE BOLT(BOTH SIDES) ```�B 8 o i o FASTENED W/(4)f14 X 1/2"S.MS. 5/ MIN.LOCK ENGAGEMENT CO8'NFORMS TO SECTION 1008 REGARDING GARAGE D00 $H c W 158 OIA GALV.AIRCRAFT TYPE ° / -- -- - — - _ ��� _ — m t'te MP-81 5 TNO�CI SSAFER TM ACT R ® 1� - --- m I 6'x3'X 0.1" T STEEL PLATE' U ° O 4i n WITH(6)814 X 5/8'SMS ° -- w 4�1 BRACKET BRACKET n STD. UFT DOOR LUOOROPTIONM Z~ TOTAL 8 OF 1 - - m C3 1 DOOR 1.BARS ATNt7OM CONSISTS OF EACH DOM 7-7 PLATE 1/8"X.010' ` (3)PTI5-WIDE NAL AT Y D.C.MAX. OPTIONAL FLUSH FACE I O O i 4'p' B'-8" 2 SECTIONS tri'2 SECTIONS 21' `�L-i OPO WG AREA NOT TO EXCEED COLONIAL DES%IN WOOD GRAIN DESIGN L Y A r O Z O 8'-0 1 SECTION 18` 3 SECTIONS 21' 5 WITH(4)814 X 3/4"SDS I 120 90.IN. MAX.DOOR WIDTH W O ' U, T' 14 SECTIONS 21"l- 18N-2' (n 71-5115 SECTIONS 1811- CENTER STILE r-B' 4 SECIONS UrIl SECTION 21' INSIDE ELEVATION _ Ir 13 SECTIONS Itr 2 SECTIONS 21' 6 OUTSIDE RAISED PANEL EMBOSSED DOOR B'-3'12 SECTIONS 1a"3 SECTIONS 21' WINDLE END STILE I SECTION 1r' 4 SECTIONS 21^ 814 X 3/4"SELF DRILLING SCREWS MAY BE USED DESIGN PRESSURE RATING = + 40.0 PSF S SECTIONS 21 - IN LIEU OF 814 X 5/e'SINS - 44.0 PSF s' B SECTONs 1r'- GENERAL NOTES 5 !� 9,T' S SECTIONS 18"1 SECTION 21 LOCK HAR GUIDES THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 1. THIS PRODUCT HAS BEEN DES14YW AND TESTED TO COMPLY WITH THE N n 9'-B' 4 SECTIONS 15"2 SECTIONS 21' WED END STILE REOUIREMENIS OF THE 2014(5TH FLORIDA BUILBNG CODE INCLUDING 9'-9' 3 SECTIONS 18^3 SECTIONS zr• 7 WITH est((4)Ot104 x 5/8'SMS c to' 2 SECTIONS 1a"4 SECTIONS 21' U iHf X 6w RICK BAR HIGH VELOCITY HURRICANE ZONE Ia'-J' 1 SECTION IB' 5 SECTIONS 21' .19TENGC(S W TRACK .-. ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS. C 10'-6"r SECTIONS 21'- ON EACH 51DE OF DOOR ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE DEYOND WALL y 10'-9' 6 SECTIONS 15"1 SECTION 21 CENTER SIRES SCHEVAE'A' DRESSING OR STUCCO. 1V 5 SECTIONS 16"2-SECTIONS 21' OUTSIDE KEYED LOCK CENTER STILES CONFIGURATION 3. ALL BOLTS,NUTS AND WASHERS SHALL BE 21NC PLATED CARBON STEEL. 11-3'4 SECTIONS 18"3 SECTIONS 21" DOOR WIDTHS ®OF CENTER S11 ES 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 11'- 3 SECTIONS 18"4 SECTIONS 21' 0 OPTIONAL ® - 6'-0'TO 9'-10' 2 THESE DETAILS ARE NOT PART OF THIS APPROVAL •• „ 11'-9'2 SECTIONS 18'S 5EC[IONS 21' LOCK BAR LOCKING SHOWN y " _ 10'-0'To III-Io" z S. A LOAD DURARON INCREASE IS USED Pl DESIGN OF ANCHORS INTO WOOD ONLY. C 12' 1 SECTIONS 18'6 SECTIONS 21' ALTERNATE TO - 12'-0'TO 13-10' 3 12'-3'7 SECTIONS 21'- SPRING LOADED SLIDE BOLT I B'-0'TO 8'-IO' �I /4'-W TO 15'-10" 4 DOOR TESTED W ACCORtDANCE WITH THE REOUIRE104 OF FLORIDA S S C 13 12'-6'B SECTIONS 1B'2 SECTIONS 21' LOCKS SHOWN ABOVE DOOR 15-11 TO 10-2 8 BUILDING CODE,TAS-202•TAS-201&TAS-203 FOR NIYHZ AND 12-8"5 SECTIONS 1r"3 SECrONs 21' ASTM EtB86-OS/ASR1 EIB95-09. 13 4 SECTIONS 18`4 SECTIONS 21" ONS 1B' IV-3'3 SECTI5 swnox5 21' a ®III 111 _ III pl I _ SECTIONS 18'B SECTIONS 21' IPI 1�'J 17 IY.r->���UU ll°���' PRODUCT RENEWED 13-9`r--SECTION 16' T SECTIONS 21' -"•:'•� IV B SECTIONS 21'- 10'--0`TO 11'-10' 14'-0'TO 15'-10" as COMPTppinB with the FToride 14'•3'EI SECTIONS 18'3 SECTIONS 21 I I_ - BCIA-Hodin Codo DOOR WIDTHS DOOR Y11D1H5 NOA-No. 16-0330.01 Na.70M: •}b= .V �' 14-6'S SECTIONS 18'4 SECTIONS 21 - * ,i ;t}_ ,� •j '.� 14'-9"14 SECTIONS 18 5 SECTWRS 21` Explratio �to0312912022 - s 18' .3 SECTIONS 1r"6 SECTIONS 21' l0 ®® I : drawing no. 15-3`2 SECTIONS 10'7 SECTIONS 21' By UIE� 15•-6'11 SECTION f0' 8 SECTIONS 21NIIWnI- Product Control - toRLDP:p`,` 05-03 15'-9 B BECKONS 21'- 12'-0`TO 13'-10" 15'-11'TO IW-2" ` 1 B SECTIONS Ia.4 BECKONS 21" 11 DOOR WIDTHS DOOR WIDTHS ! 11 II Sheet 1 Of $ 24 GA.STEEL PANEL 4.f ^� - 1/2'X 1-3/4'%iB GA 7. °1 n FORMED TUBE 0 TOP OF EACH PANEL FLAPS BFI4T OVER PANEL o M 1 1� I e 16 GA X 2-,/4 X 3/4"X 2' _ GRUSLV.STIP.!CRAB REINFORCING mU55 1/2'PUNCHED HOLES TRU55 fASTFNEO TO VERTICAL INDERMEDIAIE SnLES - W/TYO 74 X 8/8'S.M.S.AND TO ENO STILL W/FOUR 14%3/4'SELF DRILLING SCR Q 4'O.C. � V p u2f T 0 We HI. X - °.3br 3/16'POP RIVETS 2-1/4'X3/4"X2' 18 GA.X 2-I 4"XJ/4'XY AT 4'O.C.L U.BAR RDNFORCNG TRUSS _ GALV.STEEL I/.BAR REINFORCING TRUSS 6 FOR 21"STILES ®BOTTOM OF PANEL TRUSS FASTENED TO TRUSS FASTENED TO VERTICAL.INTERMEDIATE SOLES f; VERTICAL.INYMMEDIATE STILES W/TWO W/=0#,14 X 5/8'S.M.S.AND TO END STILE - 5 E1Xi 1B'STELES D1 J14 X 5/6'S.M.S.AND TO END SLUE - -W/ 14 X 3/4'SELF DRILLING SCR I 7 - W/FOUR 814 X 3/4'SELF DRILLING S. - 16 CA.X 2-1/4'%3/4'X Y 1 GALV.STEEL U.BAR REINFORCING TRUSS I 1/2'X 1-3/4'X 18 OA. - _ _ TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES OPEN TUBE 0 BOTTOM I TWD 1➢14 X 5/8'S.M.S.AND TO END STILE �} OF EACH PANEL W/FOUR 9 14 X 3/4'SELF DRILLING SCR. ' 0 O 0 M o ® CSI M1 - _ END STILE y Uj m .04STL PANm zO 10 I IST SECTION (BOTTOM) INTERMEDIATE SECTIONS TOP SECTION OUTSIDE OF o O 30 ` REINFORCING TRUSS REINFORCING TRUSS REINFORCING TRUSS O Z TWO AT BOTTOM PANEL ONE AT EACH PANEL ONE AT EACH PANEL LL w m O = OPTIONAL STOP MOULDING m¢ BY DOOR INSTALL. (i14%S/e'SUS O _ STEEL TRACH BRACKET FASTENED 6 PER HINGE TO WOOD JAMB WITH 3/4"%2"%2-1/2'X.049°STEEL —'� 5/1B'%1-5/8'IAC SCREW 1/2'X 1-3/4'X.058'FORMED STEEL END STILE.CONNECT TO PANELS WITH FLAPS AND(4)3/16'ALUM RIVETS FVLIY THREADED CLUED TO PANEL AND SECURED TO (4)J/16" SEE DETAIL ABOVE HEX ER HEAD TYPE END STILE WOH J/16'POP RIVETS O 12'OD. POP RIVETS SOLID BRASS DOOR VIEWER AND I'UNp1ED FIAPs BY'SCHLAGE SECURITY HARDWARE' SOIITHFJTN PINE 0.55 S.G. _ - STEEL 1-7 STILE. 1/2'X 449' EDINSTALLED IN 9/76'DLA, HOLES IN CENTER STILE n m •• '�°' DISTANCE POSITIONED AT EYE LEVEL o F F € . FOR QUANTITIES RIV TEE SHEET 1 I u 4 j GLUED AND RIVETED TO PANEL i MIN. 14 X 5/8'S.M.S. (2)31j6. •.-.�1_3/16 4/HINGE POP PoVETS e'. .'a'. •1 °i `. 6. I 1-3/18"I By'POWEIV L P/MN.EMBED OILNTO CONC. n m °oma # N I 2'MIR EDGE DEET. u S_••8 ONE PER BRACKET 'o z 1.9'X 219'%3EE .J'X.090' SSHEET J FOR BRACKET SPACING c m STEEL.TRACK BRACKETS 1 - SEE SHEET 3 FOR SPACING 3� ♦V 1 1 LLA A/ 8 Eg (2)Tpp.6"BOITOLA PRODUCT RENEWED j ns Comp)Ing with the Florida 1/4-2D 55 BOLT BaUdinU Codtr .70592 ••'\ };• STEEL TRACK GALV STEEL•CEN FAT" E7•N01/ROLA FixNliE 1• &NUT ROA-No. 16-0330.01 14 GA.x 2-1/8"X 1'(STANDARD) 7/16'PUSNNUT� HINGE Expiratlon to 03129!2022' f2 GA X 3-6/16'z 1-1/2'(OPTIONAL) 1.82'DIA.x.50'STEEL BOATERS(5TDJ ; drowin no. FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82"DIA%.50'NYLON ROLIFRS(OPOONAL AIEOF rS B W/1//4-20%5/6•muss ND. INTERIOR SIDE 2.75"010.X.60"STEEL ROLLERS(OPfIONAI) Mlam a o Protluct ontrol ', D�'���C3�` 05-03 SLOTTEO M.S.k LOCK NUT SECTION B-R 2.75"DL4 X.50'NYLON ROLLERS OFT10 WITH 5'STF7d LLL L 1 sheet 204 8 POP RIVETS2 X 2 X 1/9'HORr4 ANGLE 5/10"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIL TRACK 2' 2-3/4-X 5-1/2"X 3'X.104° S/i6"SLEEVE ANCHORS CENTER SUPPORT REOD.ON DOORS WITH TWO WELDS AT 1-1/2-APART TOP BOILER BRACKET ON EACH SIDE WITH 1-1/4"EMBED INTO MASONRY DTEEDING 8 FT.IN HETGHI' FIRST AT 3'O.C. 3 PER BRACKET 11 p c FASTENED W/(6)f 14 X 5/8'S.M.S. - - !I -� REST AT e'O.C, _ CONNECTED TO FUG,BRACKET ANGLE W/3/8-18 X 3/4'BOl7 do NUT Q y m 090 TFA END STEEL C1AUSTABIE 2-1/2'X 4-1/4'X 13 CA STEEL PLATES AND YO SPRING SHAFT CUIOE WITH SLIDE FASTENED TO BRACKET - WELDED TO 1-1/2"X 1-1/,2'X 14 CA ANGLE -- A--) (2)1/4-20 X 6/e'BOLT&NUT ASTENED W/6 X 3/4'HEX HEAD TO TRACK - 0 R N.SCREWSREWS&NUTS. - - WITH 1/4-20 SS.BOLT&N1JI'S HORTI.TRACK LENGTH OPENING HEIGHT PLUS 12" O O N TOP BRACKET ((L6u6 W (STANDARD) TOP BRACKET ^R N LOW HEAD ROM DD14 Gh MY.STEEL TRACK 2-1/8;x%7C X7K VY tl SECTION A—A HowzoNraL REINFORCEMENTp& o 1 EEL X 1-3/4'X.058'FORMED ST CLUED TO PANEL AND FASTENED TO 2'X 5-1/2'X.104° y VERTICAL SIRES WITH QALY.STEEL Z ;(qI 2 (2)3/10-POP RIVETS FASTENED Wl(4)��14IT B 5 8'SMR DOOR •SECTION HEIGHTS BRACKET PLACEMENTS Ia4 gin N TOP a-v- LOW HEADROOM DOOR OPTION HEIGHT 1ST 2ND 3RD 4TH STH B1 B2 83 B4 85 BB B7 BB HORRONTAL REINFORCEMENT5BFQ 1/2'%1-3/4'%.058'FORMED STEEL 8'-D° 18'1B' 18`11W /A 1'TO 2"11-3/4 23" 34" 45' 50' 67° - GLUED TO PANEL AND FASTENED TO8'-6' 21"18' 18-21'N/A 1'1O 2'11-/4- 23' 34° 46° 66' 67' V - —� Efl11CAL STILES WITH 21'21' 21"21'1!/A 1"TO 2'11-3/4' 23' 34' 45' 6fi" 6T _ (2)3/18'POP RIVETS - 5/18'MEETING RIB 1B' 18°I. 18' 2°11-3/4"-23" 34" 45" 56' 67° 78-1/+" 18" 18"118-121-11-TO 2"11-•3/4" 23" 34' 45' 56` 67' 78-1/4' 1.82°DUA X.50'.ROLLERS "-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM C CO W/.44 DN.%4-1/4'STEM E3 G7 FOR DOORS MORE THAN 8 FT. HIGH.USE ADDITIONAL TRACK BRACKETS AT 10'O.C. ® OPTIONAL INSULATIONS: _ O tj M BV'DYPI AR PflODLIM ITC' 0 4 EPS-EXPANOEO POLYSTYI2ENE DENSITY-1A5 PCF o 1.9'%2.19°X 3.Y X.090' Z F Tri e OR #11-0926.07 2STEELLITRACKBRACKETS L9 _m 150-25 POLY-ISOCYANURATE m CONNECTED 70 TRACK WITH (n m a 1 DENSITY a 2.0 PCF ) 1/4'BOLTS X NUTS. R' N.OA 811-92 08.08 F O Z DR a O = RY'C('LLOFOAO NORTH AMERMA' W DENSITY.1.03 PCF vI m Dpi N.OA 815-1203.04 a OR Oma= RY'INSULPOeId LLC' DE'NS1IY 0.92 PCF m NAA(14-0311.08 14 GA GALY.STEEL WROL E SINGES FASTENED STEN D m ? 86a MIN..024"ROLL FORMED STEEL PMIEL m o S DRAWING QUALITY 0-40 MW.YIELD STRENGTH-34 KSI WITH PRIMER AND BAKED-014 Fi POP �P�SIDESm1T� TRACK CONFIGURATION m g a N VERTICAL LIFT HIGH UFT STANDARD LIFT LOW HEADROOM 15, m DOUBLE MCK o=S 8 12 GA GAW.STEEL AVAIL 13LE TRACK OPTIONS BOTTOM BRACKET FASTENED W/(4)X114 X 5/a"SMS 1 nu pA g PRODUCT RENEWED Baildln PFMowith the Florida Q BOTTOM SEAL OPTIONS gj SEE SHEET 4 NOA-No. 16-0330.01 _ 1� P.Xpimtron to 03/29/2022 •"r` drOwing na. SECTION A—A NSI ami Product Control !n?!'•' (O�� 05-03 SEE SHEEP 2 FOR ROGATION ,�� OF REINFORCING TRUSSES �r�l�' IN�p eheD of ' 3/4. 1/fWF01R0EME 4'X.056• �V QO X 1' FORMED STE/l1 ra ° 3 _ DST SELF DRIWNG SCREWS fs X 1' 1-1/2 'a 'MW, OR -� I E 01ST. 3/16''RIVE%'STEEL RIVETS OR SEF ORRIWG SCREWS Z h m iv I o MULTIGRIP W/Al488 OE.0 7/16''RIVE%'STEEL.RIVETS 0� M p� AT 48'D W/DONE HEAD n 1 I d 1/2'X 1REINFF CEMENT AT 48'D.C. O n � 1/4'DIA,LAG SCREWS 1/4'DIA.LAG SCREWS FORMED STEEL + F a---GGFSSSpuatt p1 �yT WOOD BU AT 6'FROM ENDS WOOD2 AT G'FROM ENDS O IMP C LL AND 12'D.C.MAX ANO 12.O.C.MAX O��P D 1 WSTRW ADAPTER -- � ALUMINUM STEEL ADAPTER LL�iI O I RUBBER WSTWPPING RUBBER W'STRIPPING �12 OSD 040 1 .574 .700 ---•(� 1350 1.790—T O r BOTTOM SEAL OPTIONS OPTION 'A' OPTION 'B' O: 00 WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG-0.55 MIN.) 0 0 THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMAENT C7 Maj TO WOOD STRUCTURES IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN W > WILL BE REOIRRED FOR DESIGN OF GARAGE DOOR ANCHORAGE FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGMNELR OF RECORD,INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING ? W e ANCHORS STRUCTURE EMBED SPACWG EDGE DIST. 0 J HLC SLEEVE BY HILTI CONC. 1-1 4 31a"CONFLEX BY'ELCO' F01EU BLO 3-3 4" a O 3i b/16'X 1-6/8" 3L5 DYNA60LT BY'IIYr CONC. 1-i 2 8' 2-3 4 FU O Z LAG SCREWS MSTE&UST STRUCTURE BY OTHERS 3 6 POWER-BOLT BY POWERS AT 12'O.C. MUST SUPPORT THE LOADS IMPOSEDR B1'DOOR SYSTEM 03/8-SLEEVE-ALL BY SIMPSONS CONC. 1-1 2 e' J' N CONCRETE 1'a a 3000 PSI MIN. [AT b6/1V.DTS C-90 GROUT FILLED BLOCK rm-ZFSWOOD BUCK COyj E00N TOMASONRY ` - 12'as MAILPRESSURE TREATED 2XG SYP WOODJAMBS WHICH SHALL BE ANCHORED TO EDGE OISi. GROUTED REINFORCED MASONRY BLOCK WALL OR GONG.COLUMN WITH 1/4'ULTRACON BY'ELCO'WITH SPACING OF I 10"O.C.INTO GROUT FILLED BLOCK WALL.WITH 2-1/4'M:IN.EMBED 10'O.C.INTO 3000 PSI CONCRETE,VVITH 1-3/4'LON.EMBED _// 1/ 3'MIN.EDGE DISTANCE 1-1/2' 1-1/2' —C&W.STEEL ANGLE 1_1/2 14 CA 1_1/2• ° 1/4"TAPPER BY'POWE2SS'WTM SPACIHO OF y 6.O.C.GELD GROUT FlIIm ftDCK W WRH 1-1 2'MW.EMBED 12 CA GALV.STEEL v U I FLAT BRACKETS f3'LONG w ?K 10 O.C.RRD 3000 PST CONCRETE,PART 1-3/4' N.ENLTED 1/16'X 2-1/2 AT 12'O.C.W DOOR OPHC. 2-1/B'X 1'X 14 CA. 3'69N.EDGE DISTANCE iOJ.ET WELDS STEEL iRAQC AT 18"O.C.ABOVE DOOR OPNG. AT 12'O.C.MAX. FASTEJm TO TFtAC1C PLATES 3/8°CONFLIX BY'ERGO'OR CONNECTED TO CONE,ANGLE W/ 2)1/4-20%5/8'TRUSS HD. ' -Or /8"LDT BY'ffW WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLDTIED S.&LOCK NUT 0 y EEO, j 22'o.C.INTO 3000 PSI CONCRETE,WITH 2-1/2•MM.EMBED g 3'MW.EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUSNAN TRACK S •d 3 ( , J/8'HLC SLEEVE BY'HiTY M7Ri SPACING OF TO wTYxl RUCK 70 STEM M CONCRETE AHL+FILED BLOCK _ Pun INTO GROUT FILLED BLOCK 1YAL1,WITH 1-1/4'NTN.EMOED,4'ARN.EDGE DIST. g y m 12'D.C.INTO 3000 PSI CONCRETE,WITH 7-1/a'MIN.EMBED AND ALTERNATETRACK INSTALLATIO W. N 7 2-1/2'MEDGE DISTANCE N LtLL/t/j!�! PREPARATION OF JAMBS Y OTHERS `1 I FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY PRODUCT RENEWED �Pv -� •• 'TOS i as ildin Ing with the Pbrida ADEQUACY OF SUPPORTING STRt1OTWE TO SUPPORT LOADS IMPOSED BuDding C o BY DOOR SYSTEM. HOA-No. 16-0330.01 _ 70522 s FDR 0008 REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF Explr+Don D 03129/2022 *'• * 1�:�- e I RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY •, _ _ BUMDWO OFFML UPON INSPECTION. 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