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HomeMy WebLinkAboutNotice of Acceptance MIAMI•DADE NIIAMI-DADS COUNTY e 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.miamidadegov/economy DAB Door Company,Inc. 12195 NW 981 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 Master Model 824/811 Steel Sectional Garage Door up to 9'-4"Wide w/ Window Lite Option(DP+50.0,-60.0 PSF) APPROVAL DOCUMENT:Drawing No.01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5, dated 02/01/2001,with last revision K dated 03/21/2016,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,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 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#15-0317.02 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.16-0330.02 MlAMI•DADHCOUNTY Expiration Date:August 9,2021 Approval Date:June 23,2016 i Q(a�t ®J�► Page 1 'i i DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Drawing No.01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5,dated 02/01/2001,with last revision K dated 03/21/2016,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted underNOA#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 # 01-0516.03" 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering &Testing,Inc.,Report No. HETI 01-974A,dated 01/29/2001, signed and sealed by Hector M.Medina,P.E. 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry Resistance Test on"Sectional Residential Garage Door",prepared by Hurricane Engineering&Testing,Inc.,Report No.HETI 01-969, dated 01/18/2001, signed and sealed by Hector M.Medina,P.E. 5. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G40 steel panels,prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998, signed by W.A.Jackson,P.E. 1 O61PIZ6 Carlos M.Utrera,P.E. Product Control Examiner NOA No.16-0330.02 a Expiration Date:August 9,2021 Approval Date:June 23,2016 E-1 f S F hof 3 DAB Door Company,Inc. -N Wool f NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA#14-0814.04" 1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. "Submitted under NOA#09-0128.04" 2. 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. 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 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 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No.15-1203.04,issued to Cellofbam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 03/17/2016 and expiring on 02124/2021. "Submitted under NOA#05-0228.02 6. 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. 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 Bum 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 51 edition(2014)FBC and of no financial interest issued by Al-Farooq Corporation,dated 03/21/2016,signed and sealed by Javad Abmad,P.E. Carlos n Utrera,P.E. Product Control Examiner NOA No.16-0330.02 Expiration Date:August 9,2021 Approval Date:June 23,2016 E-2 610 c 7-1/2'X 3•X.071"GALV.STEEL TOP FOTTIIRE 5-1/2°X 2-3/4°X 0.1" - V ad' END ROLLER HINGE STEEL PLATE WITH ONE 6/16-18 MS W/NUT �� g W/(6)#14 X 5/8'SMS FASTENED TO END STILE WITH OPTIONAL DODR VIEWER ® (6)$14 X 3/4'SELF DRILLING SCREWS TO BE INSTALLED AT _ WITHOUT DELRON SLEEVE(SiO.) ��+ CENTER STILE Z n �. ,•,� 1 WITH DELRON SLEEVE(OPTIONAL) \ CENTER STILE 0i A E.� 0 0 It C W I O _ ! I 09 7-1/2'X 2-1/4"X.071' "'_ - - CAW.STEEL I CENTER HINGE _-- ®i I m O IA N O n MQ z 6 W/(4)814 x 5/8•SAPS 13 WITH DELRON SLEEVE(OPTIONAL) B + B =o =o W g \ �,--fir,- ^_•, LOCK Z/DOOR glw 0 al C r I W X.15'THK.LATCH -— 17 STANDARD LOCK + - - - CO \\ SPRING LOADED SLIDE BOLT(BOTH SIDES) - - c — 0 FASTENED W/(4)#14 X 1/2°S.M.S. — 0 M -- 5/8'MIN.LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GAWff DOORS I W ¢ DOOR HEIGHT CONSISTS OF �+ m �+ ` ¢ m C I 6'-6' 2 socrioN5 16'2 SECTIONS 21' 158 OLA.GALV.AIRCRAFT TYPE i 1 i \\ ` L,w•A 0 0 ,r 6'-9' 1 SECTION 1B' 3 SECTIONS 21' BLE of NICO-PRESS SLEEVE I/ OPTIONAL VENT W�MIN.5 TO 1 SAFETY FACTOR I ! •1 i (3)5'WIDE AT 7°O.C. MAX. OPTIONAL FLUSH FACE U Z Y 4 SECTIONS 21'1:-: 1 OPPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN W 1C) 1 p 120 SQ. IN. COLONIAL DESIGN N CD rn L.' 7'-6' S SECTIONS IVI- 6"X 3"X 0.1" I C<' ^= GI T-9 4 SECTIONS 15'1 SECTION 21 STEEL PLATE \ L) ® \ MAX.DOOR WIDTH 1- 8' 3 SECTIONS 18'2 SECTIDNS 21 WITH (2) //14 k 5/B'SMS + + p - g'_4• 6'-3' 2 SECTIONS 18'3 SECTIONS 21' - _--�• O e'-8' 1 SECTION 18' 4 SECTIONS 21` -- 8'-9' 5 SECTIONS 21'- BRACKET BRACKET INSIDE ELEVATION V 6 SECTIONS 10'- STD. UFT DOOR LOW OPTION RAISED PANEL EMBOSSED DOOR t e'-3' 6 SECTIONS IS'1 SECTION 21• h 9'-6" 4 SECTIONS 16'2 SECTIONS 21' 9'-s' 3 SECTIONS 16'3 SECTIONS 21' 7-7/8°k 3-1/8°X,010' °€ ' 10' 2 SECTIONS 18'4 SECTIONS 21' STEEL PLATE DAB DOORS INC• o W t0'-3' 1 SECTION 16 5 SECTIONS 21' CENTER STILE WITH(4)g14 X 3/4°EDS Hurricane Master®Model 824/811 kg 1o'-6' 6 SECTIONS 21'- Max, Size g'-4" X 16'-0" High OUTSIDE "14 X 3/4`SELF DRILLING SCREWS MAY BE USED 10'-9' 6 SECTIONS 1e0 1 SECTION 21' HANDLE END STILE IN L" OF X14 X 6/8"SMS With Window Ute Option m g$$g 11' S SECTIONS IB'2 SECTIONS 21' 11'-3• 4 SECTIONS 1B 3 SECTIONS 21' DESIGN PRESSURE RAnNG = + 50.0 PSF IV-6• 3 SECTIONS 1B'4 SECTIONS 21' THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT < r n e I1'-9' 2 SECTIONS 18'5 SECTIONS 21 ° LOCK BAR GUIDES - 60.0 PSF Lim X^v" 12' 1 SECTIONS 18'6 RECKONS 21' INSTALLED ON END STILE m°$a,a• 12'-3' 7 SECTIONS 21'- WITH(4)#14 x 5/6°SMS GENE AL NOTES PRODUCT RENEWED `a 1Y-6' 6 SECTIONS 16.2 SECTIONS 21' 9 as complying With the Florida c i 12'-B' s SECTIONS ie'3 SWTIONS 21' t BT X.6W LACK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WI H THE Building Code 13' 4 SECnONR f5'4 SECTIONS 21' NGAGES IN TRACK REQUIREMENTS OF THE 2014(5TH EDITION)FLORIDA BUILDING CODE INCWDING HOA-No. 16-0330.02 ' I3'-3' 3 SECTIONS 1e'6 SECTIONS z1" ON EACH SIDE OF DOOR HIGH YD.00TIY HURRICANE ZONE(HVHZ). Expiration 08/09/2021 1�1 111 r!T! 4 4 1 2 SECTIONS 16'6 SECTIONS 21' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. f� i 1 SECTION 1B' 7 SECTIONS 2t• OUTSIDE KEYED LOCK (OPTIONALi ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 6y � P�1"�' F"'•;� � c � � I ), CEN9 148 SECTIONS 21 - LACK BAR LOCKING SHOWN DRESSING OR STUCCO. Mlum product Control •'v� $ I 14'-3' 5 SECTIONS 18.3 SECTIONS 21 ALTERNATE TO SPRING LOADED SUDE BOLT 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL _ 0582 as ' iT-6. S SECTIONS 1B'4—S=ONS 21' LOCKS SHOWN ABOVE 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN :• �• 'rV:�7- fd v 5 14'-e' 4 SECTIONS 1B'S SECTICNS 21' THESE DETAILS ARE NOT PART OF THIS APPROVAL I5' 3 SECTIONS 1e'a SECTIONS 21' s, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drawing no. 1S'-3' 2 SECTIONS 15'7 SECTIONS 21' �� 15'-6' 1 SECTION 18' B SECTIONS 21` DOOR TESTED IN ACCORDANCE WITH THE REOUIREIAFNTS OF FLORIDA '��(` ORID1;. G, 01—09 I 15'-9• 9 EECKONR 21'- BUILDING CODE,TAS-202,TAS-201 k TAS-203 FOR HVHZ AND '� % sheet 1 of 5 16' 6 SECTIONS 15'14 SEC71ONS 21' ASTM E1856-05/ASM E1996-06, 111111 O24 GA. STEEL PANEL 4% 3/16-ALUM RIVETS FLAPS SENT OVER PANEL I g 0 1/2*PUNCHED HOLES '024 .: STL PANEL 0 4'D.C. g 0 om [ OUTSIDE OF 000 MCI `"`'w-'ate'' 0 b FEEI sale M -1 17 STEEL TRACK BRACKET FASTENED 70 WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' 5/16-X 1-5/8"LAG SCREW INSTALLED IN 9/16-DIAL HOLES IN CENTER STILE THREADED) SOLID BRASS DOOR VIEWER 0: CO ( E PER BRACKET POSITIONED AT EYE LEVEL 0 ANCHORS AT TRACK BRACKET: 0 0 OPTIONAL STOP MOULDING A) m POWER-BOLT BY w BY DOOR INSTALLER2-MIN.EMBED INTO CONCRETE < RZ FO CONNECTION OF WOOD SUCK TO MASONRY SEE NOTE ON SHEET 4 1-7/8'MIN.EDGE DISTANCE f14 X 5/8'SMS 3/4-X 2-X 2-1/2-X 18 GA.STEEL z END STILE.CONNECT TO PANELS WITH -DIA.Mir!R -HTLTr Z PER MINCE B)318 LEM RY 00 W 1/2'X 1-3/4.'X.059-FORMED STEEL FLAPS AND 3/16 ALUM RIVETS 1-1/4'MIN.EMBED INTO CONCRETE OR FILLED BLOCK m in I SOUTHERN INE z w SEE DETAIL ABOVE 1-5/8*MIN.EDGE DISTANCE INTO CONCRETE Ix P $ CLUED TO PANEL AND SECURED TO 0 0 0.55 S E6G DST:!-- END SnLE WITH 3/16-POP RIVETS Q 12-D.C. 4•MIN.EDGE DISTANCE INTO FILLED BLOCK 5 0 z fW0 • 1-7111*X 2-5/8"11 1145'STEELCONCRETE Vc-3000 PSI MIN,EDGE C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. CENTER STILE,GLUED AND RIVETED DISTANCE TO PANEL W1(4)3/16'RIVETS < 1 1/2-MIN. IPOP R7 4 X 5/8-S.M.S. HINGE ANCHOR TYPE A OR B 0 1.9'X 2.19"X 3.3"X.102' (1)PER BRACKET STEEL TRACK BRACKETS A L SEE SHEET 3 FOR BRACKET SPACING SEE SHEET 3 FOR SPACING I '_I/4-20 SS BOLT NUT 95 7-1/2-X.071 CALV.STEEL > CENTER 7-1/2"X 07. --6, 7/16�.PUSHNUT SECTION B-B END ROLLER HINGE AN, ............. INTERIOR SIDE 1.82' DIA.X.50*STEEL ROrR PRODUCT RENEWED D� S STEEL TRACK 1.82'DIA. X .50"NYLON ROLLER with the Florida OPTIONAL B".1cliolmn9ft' a 7vm 14 Gk X 2-1/8"X 1"(STANDARD) 2.75"DIA. X.50'STEEL ROLLERS OFTIONAL� MOA-No. 16-0330.02 2 2GA.X 3-5/16-X 1-1/2'(OPTIONAL) -CIA. X W NYLON ROLLERS(OPTIONAL) FASTENED TO TRACK PLATES .RD 2.76 INSTALLED 0 SHAFT W/1/4-20 X 5/11'TRUSS HE). WITH S'STEM expiry 08109/2021 SLOTTED M.S. LOCK NUT S, C, drawing no. By Mlaml-Wr Product Control 01-09 "111—00'% POP RIVETS 2%2 X 1/8"HORIZ.ANGLE (t, 2° _ 5/16'X 1-5/8'LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED 70 HORIZ.TRACK Q L!�4"X 5-1/2"X 3'X.104" 5/16°SLEEVE ANCHORS CENTER SUPPORT REQD.ON DOORS WTH TWO WELDS AT 1-1/2"APART �� c STEEL WITH 1-1/4"EMBED INTO MASONRY EXFEEDING B FT.IN HEIGHT FIRST AT 3'D.C. I 7DP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET i I A REST AT 8'O.C. _ FASTENED W/(6) 14 X 5/8'S.L.S. _ Ir 1 CONNECTED TO FLAG BRACKET ANGLE ~ A90 THK.GALV.STEEL ADJUSTABLE D TOSPRINGS/HAFT GUIDE WITH q m SLIDE FASTENED TO BRACKET _ _ 2-1/2"X 4-1/4"X 13 GA STEEL PLATES - -- m � _ NGLEA...-J (2) 1/4-20 X 5/8'BOLT&NUT E' M/S SCREWS NUTS.4"HEX HEAD WELDED TO 1-1/2"% 1-1 FASTENED A.ABACK a m g W TOP BRACKET WITH (4) 1/4-20 SS. BOLT&NUTS - HORIZ.TRACK LENGTH=OPENING HEIGHT PLUS 12" r (STANDARD) - - IL rp W OC TOP BRACKET VERTICAL.TRACK N (OPTIONAL) LAW HEADROOM DOOR13 Ill14 OA GALV.STEEL TRACK 2-I/8'X 1'%.OBD' SECTION A-A C'C m G3 HORIZONTAL REINFORCEMENT C o.a'C 1/2'X 1-3/4'X.059'FORMED STEEL 2"X 5-1/2'X.104' Q AT t¢ GLUED TO PANEL AND FASTENED TO GALV.STEEL yy p m zd VERTICAL STILES WITH FASTENED W/(4)@ 14%5/8'S.M.S. 2 6 n. (2)3/16"POP RIVETS 0 R LIR 8RAC8 FDR m LOW HEADROOM COOR OPTION DOOR + SECTION HEIGHTS BRACKET PLACEMENTS ly Z o HORIZONTAL REINFORCEMENT HEIGHT IST 2ND 380 4TH 5TH 81 92 B3 B4 B5 86 87 BEI a z m 1/2"X 1-3/4"X.059°FORMED STEEL W-0' 18"18" 18"18"N Al TO 2-11-3/4- 23" 34" 45° 56" 67' - IY GLUED TO PANEL AND FASTENED TO11-3/4- - 0 STILES WITH 6'-6' 21"18° 18"21'N/A 1"TO 2" 23" 34" 45° 56' 67' POP RIVETS TT 7'-0' 21"21° 27°21'N/A 1"TO 2'11-3/4" 23' 3,V 45" 56" 67' - _ 7'-6' 18'18" 18"18" 18"1"TO 2"11-3/4' 23" 34" 45° 56" 67" 78-1/4" 5/16°MEETING RIB ^'""T�^�'-r 8'-0" 21'18° 18 18 21 1"TO 2"11-3/4" 23' 34" 45 56" 67° 78-1 4. •� - —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM � 00 1.82"DIA X.So'ROLLERS ''f FOR DOORS MORE THAN 8 FT. HIGH,USE ADDITIONAL TRACK BRACKETS AT 10'O.C. o n Q W/.44 DIA.X 4-1/4'STEM --; i o J.n/-•-'��^rte.. = W M O ��'wn BY70 AL INSULATIONS: .3- mo ¢ IM'OYPLAST PRODUCTS LLC' EPS EXPANDED POLYSTYRENE -- o m 1.9'X 2,19'X 3.3'X.COO" ¢ U DENSITY- 1.05 PCF ", STEEL TRACK BRACKETS Z N.O.A.$11-0926.07 e\_vl--` " io 2-3/18'HIGH -I y m o I OR - CONNECTED TO TRACK WITH ¢ ISO-25 POLY-ISOCYANURATE •' ) 1/4'BOLTS&NUTS. O O s DENSITY=2.0 PCF N.O.A. 11-0926.06OR <'• L-° O Z V) til a eY'G�OFCAM NORTH AMERICA' }.• DENSITY- 1.03 PCF -i N.OA#15-1203.04 - OR BY'INSULFOAM LLC' DENSITY-0.92 PCF s N.OA#14-0311.08 � m 14 LE CALY.STEEL ROLLER HINGES FASTENED W/(4) #14 X 5/8"SMS m 0 o MIN..024"ROLL FORMED STEEL PANEL 9' DRAWING QUALITY G-40 MIN,YIELD STRENGTH-34 KSI TRACK CONFIGURATION 4 WITH PRIMER AND BAKED-ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL gv VFFMCAL LIFT HIGH LIEF STANDARD LIFT J.QW HEADROOM 9 0 S O d DOUBLE TRACK e ^8 m AVAILABLE TRACK OPTIONS BOTTTOOM BBRRACKEr FASTENED `1111 L711 LF�r��4 i o W/(4)X14 X 5/e'SNS PRODUCT RENEWED 5. 6g'•., '' S I ■s complyyiingg with the Florida r Building Codo •70692 ti 1� $ a BOTTOM SEAL OPTIONSNOA-NO. 16-0330.02 SEE SHEET 40810912021 WRExplratton a JJJCCC .� TA 'OF G drawing no. mi■m ■ e produol Control ''',�',S+ �OR1D"` 01-09 SECTION A-A 7 8109JAL 1��� sfieet 3 of 5 (`n Q ' 3 4' REINMRCEMENT 4f < IN. 1/2'X 1-3/4'X.058' IT m O GE R8 X 1" FORMED STEEL !!1 O DIST• SELF DRILLING SCREWS �V I Z 1-1/2"MIN. OR is DMI-LING SCREWS' z m o q 3/16''RIVER'STEEL RIVETS o I E DISE. N ffi c MULTIGRIP W/DOME HEAD /-3116°'RIVEX'STEEL RIVETS Q z ce AT 48'O.C. NULRGRIP W/COME HEAD F S j ci3 AT 48'O.C. REINFORCEMENT -3/4'X_OSB' O�Oryy��''"oq•, 1/4DW.LAO SCREWS 1/4'DIA.LAO SCREWS FORMED STEEL O O N �OOD BU AT 6"FROM ENDS WWD BU AT 6'FROM ENDS / I AND 19"O.C.MAX. 1 I AND 19'O.C.HAIL V W ti S` I W'STRIP ADAPTER VVVV O uTm ALUMINUM Mr�IP ADAPTER O 6 O Q o i RUBBER W'STAIPPWGO p RUBBER W'S7RIPPING L6 ��r--�� �M---1.750•--�i� 1.790^1—f O =ra �y(�Fj;�•_� BOTTOM SEAL OPTIONS _ OPTION 'A' OPTION 'B' co WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAY"SG-0.55 MIN.) 0 �I _ o LA THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT Ld TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN <J WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. tL FOR DDOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ANCHOR SPACING U "t 1-f VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPACING EDGE DIST. Z Z ' a 3 8 HLC SLEEVE BY MIL CONC. 1-1/48" 1-5 8 -I (Q rn 0 I 3/8"HLC SLEEVE BY'HILT' FILLED BLOCK 4' 8' YN48OLT BY I7W' CONC. 1-1 2 e' 2" Z 0 Q m } 0 0 3i Na3 OYNABOLT BY'ITW FILLED BLOCK 1-1/2" 8' 2-1 4 O Z STEEL STRUCTURE BY OTHERS -----xc 5/76'X 1-5/B' 345-PO LT BY POW CONE. 2" 8• 1-7 8 V O = �n LAC SCDOORMUST PP�E LOADS IMPOSED 3 8 SLEEVE-ALL BY MPSONS CONE. 1-1 2 B' 1-7 8 LWn Dai R r--I AT 12-7 , CONCRETE V.=3000 P51 MIN. N_ ,,,"'+++�:,—•••---' '� C-90 GROUT FILLED BLOCK Vm a 2000 PSI MIN. ❑ _ F 5/16"DIA BOLTS WOOD BUCK CONNECTION TO MASONRY AT 1 WASHER MAX.NUT o l.• I AT 12"O.C. AEDGE DIST. PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH L 1/4'ULTRACON 13Y'ELCO'WRH SPACING OF 16'O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-%4'MIN.EMBED T 10"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'M .EMBED yn� 2-1/2'MIN.EDGE DISTANCE 1-1/4'X 2-1/2'X 14 GA g aa 1-1/2' 1-1/2' CONT.STEEL ANGLE g 1/4'TAPPER BY'POWERS'WITH SPACING OF 14'O.C.INTO GROUT FILLED BLOCK WALL,WrlF 1-1/2'MIN.EMBED C Tg 16'O.C.INTO 3000 PSI CONCRETE,WITH i-3 4'MIN EMBED 7/16"%2-1/2 1FLA FLAT *3''LONG IRV STEEL"TRACK�' o 3 $ 3"MIN.EDGE DISTANCE FILLET WELDS AT 12'O.C.IN DOOR OPNG. FASTENED TO TRACK PLATES 3/8'CONFLE%BY'FLED'OR AT 12'O.C.MAX. AT 18'O.C.ABOVE DOOR OPNG. W/(2) 144-20X5/8'TRUSS HD. 3/8'LOT BY'RW'WITH SPACING OF CONNECTED TO CONT.ANGLE SLO M S.dl LOCK Nllf .. N 4 W/(3)SPOT WELDS AT EACH SIDE 24'O.C. INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED o 01;6 2'MIN.,EDGE DISTANCE CONTNUCUS ANGLE TRACK RFVERS�,-TRA K CONTINUOUS ANGLE TRACK o 3/8'HUG SLEEVE BY'HILT'WITH SPACING OF 7QWO0D BUCK I�Sff.EI. TO CONCRETE AND FII I Fn BLOCK 'S 8"O.G.INTO GROUT FILLED BLOCK WALL,WRH 1-1/4'MIN.EMBED,4'MIN.EDGE DIST, i z_ x 1B°O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4' IN.EMBED AND 2-1/2"MIN.EDGE DISTANCE ALT RNATE TRACK INSTALLATION It PREPARATIONOF JAMBS BY OTHERSFOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY PRODUCT RENEWED ` ENADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED as complying with tho FlorldoBY DOOR SYSTEM. BOA-No Code FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF NOA-No. 1Cr0330.02 * . * 1}'; 8 9 RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY Explmtlon I to08/09/2021 BUILDING OFFICIAL UPON INSPECTION. OFdrawing no. EBWIY MAXIMUM EXTERIOR(+)LOAD PER JAMB (9.33'X 50 PSF3/2=233.3 Lbs per R. Mlam Product Control MAXIMUM INTERIOR(-)LOAD PER JAMB=(8.33'X 60 PSF)/2 m 279.9 Lbs per Ft. ///'SAI' NV Sheet 4 of 5 1111117 ;5PLASTIC COMPLIES WITH 4 0 , DOOR PANEL CHAPTER 26 OF FBC 24 GA. (.024)STEEL Mw. SEE EVIDENCE PAGE 0 OZ P 1.725 j'e 7/16-UP,WASHER TC Iri-I -1 1.144 °w if 18Y 4 SMS 21 31-V 0 C 6 ., ENDS .800 0 1 .0 71 D.C.MU. WDW.WIDTH 0 0 EXTERIOR FRAM INTERIOR FRAM 0: RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION g Illi t (4)#8 X 3/4'SMS 0 MAX. �R_j 01-/ -4 18;FROM ENDS 6� , [ DECO. AND 2"D.C.MAX. li!i .175 X.062 DEEP IIII GROOVE IIII 0 Illi O Ilii 1^*POLYCARBONATE LEXAN W BY'SABC INNOVATIVE PLASTICS' NOA a15-0915.08v; 4 �Z Ili! f. 0 z 0 L A a W 0 z till Ls Q" 03 Illi Ijlj __4175 X.062 DEEP illiGROOVE (4)#8 X 3/4-SMS INSIDE ELEVATION o RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS AND-3 8;2FR0M0C.ENQA0XS O WINDOW LffES CAN BE IN ANY LOCATION IN DOOR SECTION > #8 X 3/4-SUS a FROM ENDS '175 X.062 DEEP O.C.MAX -GROOVE 5 v B 11 AND 43!18;2 /C .a.12 19 ad X�/4-SMS 3/8 FROM ENDS AND 7"D.C.MAX F PRODUCT RENEWED AJJ, plying with the Florida EXTERIOR Epl,atj.n D 08/0912021 7/16-DIA WASHER Building Code M 16-0330.02 DOOR PANELj as co- - 24 GA.(.024)STEEL MIN. !L-- DOOR PANEL 15/10-MIN, D.L.OPG. eI,_ OFdrawing no 24 GA.(.024)STEEL MIN, GLAZING SITE r4i'mi-m1b Product central qr 9 WINDOW WIDTH 01 O Ctheet 5 of 5 1