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HomeMy WebLinkAboutProduct Approval 16x7 `1/5L . MIAMDADE 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.mismiidodg.gov/economy DAB Door Company,Inc.' 12195 NW 981h 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 Mater Model 824/811 Steel Sectional Garage Door up to 16'-2"w/ Window Lite Option(DP+48.0,-52.0 PSF) APPROVAL DOCUMENT:Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 02/23/1998,with last revision L dated 03/05/2015,sheets I through 6 of 6,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/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. TERNIINATION 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 shalt be available for inspection at the job site at the request of the Building Official. This NOA renews NOA I#14-0814.08 and consists of this page I 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.15-0302.01 MIAMFDADECO- Expiration Date:July 21,2020 Approval Date:April 23,2015 Jlb f.�15 Page 1 ,f DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 02/23/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,prepared by At- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA#11-041413" 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-07-4267,dated 06/29/2007,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-11-3206,dated 02/1012011,signed and sealed by Candida 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-114101,dated 01/29J2011,signed and sealed by Candido F.Font,P.E. "Submitted under NOA#05-0217 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.,Test Report No.HETI 03-1328,dated 07/15/2003,signed and seated by Rafael E.Droz-Seda,PE. 5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by Hurricane Engineering&Testing Inc.,Test 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,Test 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#14-0814.0811 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. Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0302.01 Expiration Date:July 21,2020 Approval Date:April 23,2015 E-1 DAB Door Comuanv.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(Cont.) "Submitted under NOA#09-0128.01" 1. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.C. 2007,dated 04/05/2011,signed and sealed by Javad Ahmad,P.E. "Submitted under NOA #09-0128.01" 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12/18/2008,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. 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 01111/2017. 4. Notice of Acceptance No.11-6926.06,issued to Dyplast Products,LLC,for their Dyplast ISO-Cl Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/1112017. 5. 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 02/24/2016. "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 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#14-0814.08" 1. Statement letter of code conformance to the 51b edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. Carlos M.Utrers,P.E. Product Control Examiner NOA No.15-0302.01 Expiration Date:July 21,2020 Approval Date:April 23,2015 E-2 7-1/2'X 2-1/4'X 18 GA. TOP FIXTURE 5-1/2'X 2-3/4'X OA' • t 1 GALV. STEEL CENTER HINGE , -'� PUSH NUT STEEL PLATE WITH ONE 5/16-I8 MS W/ NUT OPTIONAL DOOR VIEWER �� o W/(4)#14 X 5/8'SMS 'gyp _ FASTENED TO END STILE WITH TO BE INSTALLED AT IMI q 0 WITHOUT DELRON SLEEVE(STD.) `��` (6) 114 X 3/4'SELF DRILLING SCREWS ANY CENTER STitE 4Y O 7-7/2'X 3"X.071•GALV.STEEL r 00 1 SE£SHEET 4 FOR TOP BRACKET.OPTIONS Goj END ROLLER HINGE I CENTER STILES Q W/(6)$14 X 5/8"SMS 00 A WITHOUT DELRON SLEEVE(STD.) SEE SCK.'A' i- WITH DELRON SLEEVE(OPTIONAL) 1 - ° '� � — - - - a fig• 7-I/2"X 2-1/4"X .071• 1t .p _. I ,n„ GALV.STEEL CENTER HINGE m WI(4) 114 X SMS LOCK ��,--_- • M---- IHWITH DEtRON SLEEVLEEVE(OPTIONAL} 2/DOOR � I �F i 4of go CENTER HiNGE I"w x.15 THK.LATCH. __ I m 0 4 STANDARD LOCK t- _ _ _ - ___ ¢ « n 11 SPRING WADED SLIDE BOLT(80TH - ° FASTENED W/(4) 114 X 1/2"S.M.S. B i - 5! J _ - _ ] 8 0 8 s N ti 2'N-L' 5/8"MIN. LOCK ENGAGEMENT - •-- - --- „i CONFORMS TO SECTION 1008 REGARDING I m o 8 a K(�' GARAGE DOORS i .ISS DiA.GALV. AIRCRAFT TYPE B CABLE& NICO-PRESS SLEEVE ® •�--""-" - �.-v.�- III WI MIN.S TO t SAFETY FACTOR 03 7"X 3"X 0.1' STEEL PLATE - -.•_.._�"- _�_-'•._-. i f ___ cr M In WITH(4) 1T4 X 3/4' U m J m SELF T7RIlLING SCREWS W Ei10R00M - E a Z Z 2 BRACKET BRACKET /-ui STD. LIFT DOOR LO H J to rn o 1 cc DOOR TOTAL I OF DOOR OPTION - --_—= - HE1GM CONSISTS OF EACH DOOR U'BARS AT 7-7/8"X 3-1/e'x .010" �' OPTIONAL VENTS OPTIONAL FLUSH FACE ( o 3 2 SECTIONS 1B"2 SECTIONS 21 STEEL-PLATE {3)5'WIDE AT 7'O.C. MAX. L_... O Z WITH (4) 114 X 3/4"SOS OPNC.AREA NOT TO EXCEED 120 SO.W. W044 GRAIN DESIGN d -�• ,o 8'-9' 1 SECTION 18' 3 SECTIONS 21' MAX. DOOR WIDTH --_..-,. & 2 v 7' 4 SECTIONS 21•- m T-3' - - 3 CENTER 5111E 7DESIG.N DOORS INC. ¢ r-6. 5 SECTIONS 1e"- INSIDE ELEVATION � ��x 7'-9. 7 s£cnlii+s ta`'1$£cnon zr oUT5I0E END STILE RASED PANEL EMBOSSED DOORHurricane Most6f®Model 824/Bt I w�_ 8' 3 SECTIONS 18.22 SEGRONs u' HANDLE . Size 16'-2"X 16'-0"High e'-3' 2 sECRDxs te"3 s£cnoNs 21" With Window Lite OPUon 8'-6' 1 SECTION te' 4 SECTIONS 21 114 X 3/4'SELF DRILLING SCREWS MAY BE USED IN LIEU OF 114 X 5/8'SMS 6'-9` 5 SECn6Ns 21"- �'� SSURE RATING = + 48.0 PSF9' 8 SECTIONS�8'- LOCK BAR GUIDES - - 52.0 PS9'-3' S SECRONsTa 1BECKON zt4 INSTALLED ON END STILE THIS PRODUCT iS RATED FOR LARGE MISSILE IMPACTa IGNERAL NOTES 8'-6" +SECTIONS 18'2 SECTIONS 21' WITH(4) 114 x 5/8"SMS c c$a X 6 X V-9' 3 SECTIONS 18'35EGtX7NS IS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE g,°_ AST X 6W LOCK BAR 10' 2 SECTIONS 18"4 SECTIONS 21' REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) _ 10'-3' I SECTION 15 SEC00N5 ztENGAGES IN TRACK• ON EACH SIpE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). IO'-8' 6 SECTIONS 21 21'- CENTER STILES SCHEDULE A! u 3 b o 0 0 IV-g' 6 SECTIONS 10'1 SECTION 21 CENTER STILES CONFIGURATION 2. ANCHORS SHALL N AS LISTBASED,SPACED AS SHOWN ON DETAILS. 1T iD KEYED LOCK ANCHOR EMBEDMENT TO BASE MATERIAL SFUiLI BE BEYOND WALL it, 5 SECTIONS i6 2 SECtiONS 21" 9• E- DOOR WIDTHS 1 OF CENTER STILES DRESSING OR STUCCO. 17"-3` 4 SEC110N5 16'3 SECTIONS 21` OPTIONAL ISI® IIT" (i'-0•TO'9'-10' 2 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. !t-e' 3 SECTIONS 18.4 SECTIONS 21 LOCK BAR LOCKING SHOWN Itl-AI �I 10'-0'TO 1t'-10' 2 'C v�i 4 d 6 ti'-9• 2 SECTIONS I8'5 SECTIONS 21" 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN o° 013 12' I SECTIONS 10'B SECTIONS 21" 5 ALTERNATE TO 12'-0'TO IS-10' 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL 1O $=3 SPRING LOADED SLIDE BOLT $'-O"TO 9'-10' _I 1P-0'TO IS'-10' 4 12'-3`7 SECTIONS 21`- LOCKS SHAWN ABOYE 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 12'-6' 0 SECTIONS 16`2 SECTIONS 21" DOOR WIDTHS i5"-tP TO t8-2' 5 J- 12-9'S SECTIONS IB•3 SECTIONS 21• DOOR 1ESTED IN ACCORDANCE WITH THE REOUIREMENTS OF FLORIDA iJ' 4 SECTIONS 16`4 SECTIONS 31 BUILDING CODE,TAS--202,TAS-201 &TAS-203 FOR MMZ AND ASTM E18116-05/ASTM E1995-o9. m of 13-3'3 SECTIONS 18'S SECTIONS 21" _ ®� 13"-8'.2 SECTIONS I8`6 SECTIONS 21' "- En9r.JAVAD AHMAp 1 iv 13'-9"11 SECTION 18" 7 SECTIONS 21' CML s F 10'-D'TO 11'-10' _I 14''0'TO 15'-10" _-j HCAN.J 92 :O011t?rIRYl181YC�D o 114' 8 SECTIONS 21-- LWob 14'-3" 6 SECTIONS 18'3 SECTIONS 21' DOOR WIDTHS `" DOOR WIDTHS >lIL= Milalfd4 14-8•-5 SECTIONS 18'4-SECTIONS 21 Agllplrpti0l� g 14'-9`4 SECTIONS 18'S SECTIONS 21' 8 ® Ei pl '� 15' 3 SECTIONS I8'a SECIKWS 21" I' 13 QdfaWing no. i5'-T 2 SECTIONS 10 7 SEGIXINS 21' fl n�- - f ¢201 By SECi{ON IB'is SECTIONS 21' ^'_� T+t+'�1r►fSrftd -'✓�+ IW-9`9 sECTtO21"- REFER TO SHEET 2 12'-0"TO 13'-f0" _ 15'-It"TO 16'-2" NS - Sheel 1 of 8 --10' 6 SECTIONS 18-14 SECTIONS M' FOR U-BAR PLACEMENT DOOR WIDTHS DOOR WIDTHS SCEtiOH 8 ... ( SCEIION 0 � o SCETION 4 1 SCERON 7 m m SCETION 3 -SCETION 2 SCET[ON 6 SCEBON a (� W U SCETION 1 _ __ SCEnON 5 y I I _SCEnON 5 - I 4 ACTION DOOR SCETiON 4 --SON 4 —_ HEIGHT RANGb'-6'TO 7 E '-0' SCEOON 3 ( a)U-6136 I (4 I M_- ( _ I U a L-rSCETTON 2 ON 2SCETIDN5 � SGEIION 5 SCENON 1 N i ccCT10N ODOR Q.Z�i�' SCETION 4 ( I I' SCENON 4 I _ B C CnON D" ('yE, HEICNr RANGE 12'-e'TO 13'-3' HEIGHT RANGE I3'-6'TO 14'-0' SCETION 3 I I SCETION a - -- (S)U-BARS (a)U-BARS {6 f h E SCETION 2 I IJ` SCETION 2- _ I SCERON 6 F,!g SCETN]N 1 1 SCETIN 1 I SCEnaN e ca mmmm ,5SECTION DOOR — 5 SECTION DOOR - ScrnoN 7 —. HEIGHT RANGE 7'-b'i0 B'-O' HEIGHT RANGE e'-3'TO e'-9' M (3)U-SARS (4)U-BARS SCETION 9 I W w'} SCETION 5 I v I z r/n e SCETION a SMON 6 o GO SCEBON 4 .ac tY tY m SCETM 5 -- - f SCETION 5 SCEnON 3 O O0, z O N SCEMN 4 SCEfpN 4 _ — SCEMN 2 I� II ONi `✓ SCETION 3 I I SCEIM 3 SCERON 2- SCErgN 2 I C•---� 8 SECTION DOOR SCETION i I SCETHIN 1 HEIGHT RANGE 114'-3'TO 15'-9' (6)U-BARS 6 SECTION DOOR v- 8 SECTION DOOR HEIGHT RANGE 9'-W TO IW-3' HEIGHT RANGE 10'-6' (4)U-aNis (6)U-BARS - '--- _�i O I! SCfltON 9 u fr SCEMN ( SCETION 7 _— — III __ SCEMN 7 SCETION a - C Uri d o SCEHON 6 `n a d o s o x _ —... c BGEl10N 9 SCERON 4 i SCIETION 3 I SCEMN 4 En9n JAVAD AHMAID GTVA. n j o ..� SCEnom 3 FlA PE 70582 VRODucr R6NEWW SCENON 2AmopMoft NO - _ scEnGN 1 I U (drawing/�nGo. 7 SNGE W DOOR .- OO2O1 15Y kvom comm I 98-V HF]CM RANGE 10'-9'TO 12'-3' � SECTION DOOR jj (5)U-BARS HEMHr RAKE t6'-G' (Shee( 2 of 6 (6)U-BARS 24 GA.STEEL PANEL {�� I - m FLAPS BENT OVER PANEL o o 0w o - - IL tj_ 1/2'PUNCHED HOLES I @ 4'O.C. }�' PAm USE REINFORCING'U•BAR ATTO 16 GA.X 2-t//4"X 3j4'X 2' - rFOURSSECtC�TiON DOORS ONLY AT i�I W . CALY.STEEL UZAR REINFORCING TRUSS 16 GA.X 2-t/4"X 3ja"X 2' N GALV.STEEL U.BAR REINFORCING TRUSS __ @ BOTTOM OF PANEL TRUSS FASTENED TO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES --"�- t W Z a:- VERTICAL INTERMEDIATE STILES W/TWO ---__�� W/TWO 14 X s/a"S.M.S.AND TO END STILE ��II Z- ' 014 X 5/8'S.M.S.AND EL END STILE Wf FOUR/74 X 3j4"SELF DRILLING S. W/FOUR t 14%3/4"SELF DRILLING SCR. u7 i/2'X 1-3/4'X 16 CA 1 "Al w OPEN TUBE @ TOP k BOTTOMS 3/16'POP RIVETS 1 OF EACH PANEL " _ AT 4"O.C. /i1 (6) FOR 21"STILES " Lj - (5)FOR 18"STILES o M ©` 76 GA.x 2-1/4'x 3/4'x z' P G GALV.STEEL tj RAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES U m < Wf TWO 111 14 X 5/8"S.M.S.AND TO END STILE END STILE z� W/FOUR 8 14 X 3/4'SELS DRILLING SCR. m LN .024"STL PANEL I (n rn O I 1ST SECTION (somm} jNTERMEDIME SECTIONS TOP SECTION OUTSIDE OF DDDR 00 z REINFORCING REINFORCING f d o OPTIONAL STOP MOULDING BY DOOR INSTALLER _ M= STEEL TRACK BRACKET FASTENED �^+ TO WOOD JAMB PATH3/a'X 2-x 2-1j2-X.049"STEEL �--- 5/18'X i-5/b'L4G SCREW /14 X 5/8"SMS Ek0 STILE.CONNECT TO PANELS WITH 6 PER HINGE (FULLY THREADED) RAPS AND(5}OR(6)3/76"ALUM RIVETS HEX WASHER HEAD TYPE A SEE DETAIL WOVE 1/2'x 1-3/a'x.1, FORMED STEEL SOLID BRASS DOOR VIEWER SOUTHERN PINE CLUED TO PANEL ANp SECURED TO C G END STILE WITH(4)3/16'POP RIVETS BY 'SCHLAGE SECURITY HARDWARE' 0.55 S.c.1 1-7/g 11 2-5ja'X 049'STEEL I EDGE INSTALLED IN 9/16"OIA. HOLES IN CENTER STILE CENTER ST LE,GLUED ANO RIVETED DISTANCE-"{ POSITIONED AT EYE LEVEL 4 TO PANEL W/(4)3/16"RIVETS POP�S I �' o. : C 2" MIN. f) 14 X 5/8"S.M.S. ED I 4/HINGE I •• t.• ' t.. _ v$II 2 2 2 1 1 �3/8-POWER-BOLT BY'POWERS! 2'MIN. EMBED INTO CONC. - 2'MIN.EDGE DIST. 1.9"X 2.19"X 3.3"X.090' ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING �-6. _ STEEL TRACK BRACKETS- I I I I I SEE SHEET 3 FOR SPACING Engr;JAVAO AHMAO tv Lil 1 TLA.PEA 70592 0 1 1 1/4-20 SS BOLT CA 8 �FIodM B 7-1/2'V.x.050" INTERIOR SIDE 7-1/2'x .071' a<NUT AawDe9o�tb 03d ,dt STE£I.TRACK CENTER HINGE ENSTEELO ROLLER HINGE 14 CA X 2-1/B'X t'(STANDARD) dTawin na�} t2 CA X 3-5 i6"X i-lf2' OPTK1F7At} _ 7/8'PUSHNUT 1.82'DIA.X .50"STEEL ROLLERS(STp.) 8Hyy 4 II J ( t.82'DIA.X .50"NYLON ROLLERS (OPTIONAL) �TLL t M FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 4T PQ15 9$-O5 ! W/ 1/4-20 X 5/8'TRUSS HD. 2.75"DN. X .50"STEEL ROLLERS (OPTIONAL)— t SLA-20 M.S,a:LOCK NUI SECTION B-B 2.75'DLA.X.50"NYLON ROLLERS(OPTIONAL) sheet 3 of B WITH 5"STEM /POP RIVETS 5/16"X 1-5/8"LAC SCREWS INTO W000 OR HORIZ.TRACK SUPPORT, 1"1112"X 1/2'X 1/8"HORIZ.ANGLE (} FOR DOOR HEIGHTS UPTO 7 FT. ! N 2' 2-3114'X 5-1/2'X 3"X.104' 5/16°SLEEVE ANCHORS CENTER SUPPORT REQO. ON DOORS WITHOUT INSULATION OR WINDOWS, o GALV.STEEL WITH 1-1/4"EMBED INTO MASONRY EXPEEDiNG 8 FT. IN HEIGHT 2'X V X 1/8"HORIZ.ANGLE I TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A-+- FOR DOOR HEIGHTS ABOVE 7 FT.OR m FASTENED W/(6)/ 14 X 5/8'S.M.S. - - if 1 DOORS WITH INSULATION OR WINDOWS Z w SPOT WELDED TO HOR12.TRACK g 090 THK.GALV.STEEL ADJUSTABLE 2-//2'X 4-1/4"X 13 GA.STEEL PLATES —•�- WITH TWO WELDS AT 1-1/2'APART SLIDE FASTENED TO BRACKET - - A-.--� FIRST AT 3'O.C.,REST AT 9"p.C. W/5/f6-18 X 3/4"HEX HEAD WELDED TO 1-1/2'X 1-1/2" X 14 GA.ANGLE - CONNECTED TO FLAG BRACKET ANGLE �C y M.SCREWS&NUTS. FASTENED TO TRACK W/3/8-16%3/4"BOLT&NUT �"O WITH (4) 1114-20 SS. BOLT& NUTS - HORI2.TRACK LENGTH=OPENING HEIGHT PLUS /2" AND TO SPRING SHAFT GUIDE WITH Q w TOP BRACKET (2) 1/4-20 X 5/8"BOLT&NUT a ssj (STANDARD) TOP BRACKET (OPTKINAL) j 1111! LOW HEADROOM DOOR -- 14 GA.GALV.STEEL TRACK p HORIZONTAL REINFORCEMENT VERTICAL TRACK 0 IL Q G 1/2"X 1-3/4"X.058'FORMED STEEL 2-1/8"X 1"X.080' Q 41 IS GLUED TO PANEL AND FASTENED TO SECTION A—A a VERnCAL STILES WITH 2"X 5-1/2"X.104' (2)3116"POP RIVETS GALV.STEEL, =Vj FA57ENED W/(p4) t4 X 5 8"S.MS. I f�t0 FOR LOLim WOHEADDR ORM DOOR OPTION DOOR + SECTION HEIGHTS BRACKET PLACEMENTS z HORIZONTAL REINFORCEMENT HEIGHT 1ST 2ND 3RD 4TH 5TH 81 1 62 83 84 85 86 87 88 m 1/2'X 1-3/4"X.058"FORMED STEEL GLUED TO PANEL AND FASTENED TO S'-0" 18 i8" 18"S8"N/A 1"TO 2"11-3/4 23" 34' 45" 56' 67" VERTICAL STILES WRIt 6'-6' 21'18" 18"21 N/A I"TO 2"11-3/4" 23" 34" 45" 56" 67" (2)3/16'POP RIVETS - - T-0" 2Y 21" 2f"2f"N/A 1"TO 2"11-3�4 23' 34' 45" 58' 6J" 5/16'MEETING RIB T-6" 18'18" 18 18 18"f"TO 2'11-3/4" 23" 34" 45"_ 56" 67° 18' 18 18 21"1"TO 2'11-3/4" 23" 34" I 45" 56" 67' 78-1114" 1.82"DIA X.50'STEEL ROLLERS u i n THE BOTTOM W/A4 CIA. X 5'STEM = —SECTIONS ARE NUMBERED STARTING AT _ Gj FOR COORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.G. 1J u OPTIONAL INSULATIONS: BY'D AM PRO ACTS LLC' lil EPS-EXPANDED POLYSTYRENE o 1.9'k 2.19'%3.J"%.090" I N Z H VI DENSITY= 1.05 PCF STEEL TRACK BRACKETS NAA 011-0926.07 n 2-3/16'HIGH 8 pO p I OR m CONNECTED TO TRACK WITH IY Of ISO-25 POLY-ISOCYANURATE ) 1/4"DOLTS&NUTS. o O 3 6 n _ DENSITY-2.0 PCF ~—��__ N.O.A.'1f-0920.06 m ") Q Z� OR Ln BY'CFILOI;OAM NORTH AMERICA! ,a CD NQ - DENSITY- 1.03 PCF c3 N.OA.010-1129.04 N Z OR BY'IFIS�u FOAM LLC' V :•C /.1 DENSITY-0.92 PGF m pVry N.OA/14-0311.08 m w 14 GA GALV.STEEL ROLLER HINGES FASTENED m - Wf(6}014X 5/8'SMS MIN..024"ROLL FORMED STEEL PANEL &1Y DRAWING QUALITY C-40 MIN.YIELD STRENGTH 39 KSI WITH PRIMER AND BAKED-ON a POLYSTER PAINTED TOP COAT TRACK CONFIGL7RATION °z WLAAAPPLIED TO BOTH SIDES OF STEEL a _ C � �o N 12 GA. GALV.STEEL w c d S>5 q BOTTOM BRACKET FASTENED VERTICAUM HIGH LIFT STANDARD LIFT LOW HEADR005y 1 W/(4)/ 14%5/8"SMS c= - � DOUBLE TRACK c--, AVAILABLE 7 K OPTIONS 1 En9r:JAVAO AHMAD PRODMRIENEWED H _ FLA.PE 70592 I SEE SHEET 5 OPTIONS �18 Minor �w drOwing no. SECTION A-A 2�{5 98-05 SEE SHEET 2 FOR LOCATION sheet 4 of 6 OF REINFORCING TRUSSES 3 4" REINFORCEMENT vD56' IN. t/2-,X 1-3/4'X.0 GE is X 1" FORMED STEEL DIST. �� o SELF DRILLING SCREWS -� —-'if +B X 1' 0 ORVETSSELF DRILLING SCREWS A om m I GE DIST ' q 3MtULTICRP W/DOME H/6''RIVEX'STEELEAD 7%16''RIVER'STEEL RIVETS O0. �- o \w �., I �o AT 48'O.C. MULTIGRtP Wf DOME HEAD P a 1 I AT 48"O,C. 'E REINFORCEMENT �C 1/2'X i-3/4"X,058" 1 FORMED STEEL + 4 R I 2@Y 1/4"DOL TAG SCREWS 26V 1/4"DIA LAG SCREWS WOOD BU I AT 6"FROM ENDS W000 BU 1 AT 6'FROM ENDS �" L AND t 1'O,C.MAX, I ANO 1 t"O.C.MAX, 0 W-STRIP ADAPTER-- M I I ALUMINUM W'STRP ADAPTER C& t STEEL < RUBBER W STRiPNh'GU8 R W'SIRIPPINGl Wei 22.i��a�9 � 4 .7 0 .040 W ii t 4» 346 11.790-----1,_,�- —} b BOTTOM SEAL OPTIONS OPTION 'A' OPTION 'B' m MOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG-0.55 MIN.) � M THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X8 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURE&IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/OESIGN RE S-j WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. ��--{{ W FOR ODOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE -'-`-- T.I U 2 + VFU2iflE0 AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION- ------- --,_,ANCHOR SPACING �� u,n-i f-Vl `V ANCHORS STRUCTURE EMBED SPWCtNC EDGE DISt oD W 3 8 HLC SLEEVE BY HILTI CONC. 1-1 4 8_ 2' � 5/16"X 1-5/8" 3 8"CONFLEX BY'ELCO FILLED @LOGS ._8� 3-3 4 0 rn Q I LAG SCREWS STEEL STRUCTURE BY OTHERS 3 8'DYNABOLT BY'I1W' CONC. 1-1 2 8" 3" w O 3 V. AT 11"O.C. MUST SUPPORT THE LOADS IMPOSED 3 8 AOWE'R-BOLT BY POWERS CONC. 2" 8" 2" C1 Z BY DOOR SYSTEM 3 8 SLEEVE-ALL BY SILAPSONS CONC. T-1 2 B. 3' O N o CONCRETE f'c v 3000 PSI MIN. .^.. C-90 GROUT flLLEO BLOCK I'm 2000 PSI MIN. . 5/IB'DIA. BOLTS 'WITH WASHER&NUT �+ WOOD BUCK CONNECTION TO MASONRY L• AT 12'O.C. MAX. t� EDGE DIST I q PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I g GROUTED REINFORCED MASONRY BLOCK WALL OR CONC,COLUMN WITH Y I/4'ULTRACON BY'ELCO'WITH SPACING OF - 12'O.C.INTO GROUT FILLED BLOCK WALL,WRH 2-1/4"MIN.EMBED L 1-1/4"X 2-1/2"X 14 GA 9. O.C.INTO 3000 PSI CONCRETE.WITH 1-3/4"MIN/EMBED 1-1/2' (1-1/2" CONT.STEEL ANGLE J I 1-ij2' g 2-t/2-MIN.EDGE DISTANCE T2 GA.GALV.STEEL y 0 TAPPER R 'POWERS'WITH SPADING OF u o 1 FLAT BRACKETS DOOR LONG u� ' 8'O.C.INTO GROUP FILLED BLOCK WALL,WITH t-IN, MIND EMBED 1/18'X 2-1/2 AT f2'O.C.IN DOOR OPNG. G&. X 1'X 14 GA. y � 9"O.C.IMO.1000 P51 CONCRETE,WITH 1-3/4"MIN.EMBED fl"LEt WELDS FAST STEEL TRACK sz m 3"MIN.EDGE DISTANCE AT 12"O.C,MAX. AT 1B'D,C.ABOVE DOOR OPNC. FASTENED TO TRACK PLATES CONNECTED TD CONT-ANGLE -••�"W/(2)'1/4-20X5/B"TRUSS IID. 3/8"CONFLEX BY'ELCO'OR W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S.&LOCK NUT 3/8"LOT BY'DW'WITH SPACING OF CONTMIUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK 21"O.C.IMO 3000 PSI CONCRETE.WITH 2-1/2'MIN.EMBED 3"MIN.EDGE DISTANCE TO W000 BUCK j0 STEFL IO S`ONC�iFTE Ano FIL[ro BLOCK s a e 3/8'HLC SLEEVE BY'MLTs'WITH SPACING OF - B"O-C.INTO GROUP FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED. 4'MIN. EDGE DIST. ALTERNATE TRACK INSTALLATION iT"D.C.INFO 3000 PST CONCRETE,WITH t-tf4"MIN.EMBED AND 2-1/2"MIN.EDGE DISTANCE $ Engr.JAVAD AHMAO PREPARATtON OF,IAMBS BY OTHERS OPAL FRVOtwKRENEWep FLA.PE 70592 �+ FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY a•mon>Bi>ih18 w{Ittdro FiaFtlA o i { ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED C.AN. 6 Br♦11E:b/e BY DOOR SYSTEM. Acoglta OI v ' FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF _ RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY C-----I BUILDING OFFICIAL UPON INSPECTION. O 2OI5 � werK4t'r.a1.1 drawing no. MAXIMUM EXTERIOR(+)LOAD PER JAMS= (16.17' X 48 PSP)/2 = 368 Lee per Ft. I 98 05 MAXIMUM INTERIOR(-)LOAD PER JAMB- (16.17'X 70 PSF)/2 -420.4 Lbs per Ft, (Bheet 5-0 f 67 . t * r-.5000 PLASTIC COMPLIES WITH .eso �YRrU DOOR PANEL CHAPTER 26 OF FBC 24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE 5 1.765 1.725 7/16'DIA.WASHER ^r 1.144 R y 03 ' s y6 •sMs 21 3/4' I �°6t M 01-11/1-Y14-OM ENDS MAX. •176 � 9k--•BO6 O}Q O + y + AND 7'O.C.MAX. wow.WID1H Q° EXTERIOR FRAME 1147ERk R FRAME a a ! w 18 1/8• RICID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTIONS' (4)#8 X 3f4'SMS y. z o MAX, VJ 0 1-3/8•FROM ENDS AND 6-1/2'O.C.MAX. p ul r�ZOZ rtll 175 X.062 OEFP � 1II� GROOVE t . I i I 1/4-POLYCARBONATE LEXAN '�` 'i' •% �. i' 'f i M t t 8Y'BASIC INNOVATIVE PLASTICS' ILII NOA fi13-0717.Ot QG! cc N c Q W '1'1 4. 0 L� N W i f L - _ -_ O Z x N 111 t In 4 ,� Q N W .175 X *", 75. EDE]. U71 I .E �IT ROOVE.062 DEEP 9� 19 A0 o !ei(4)H8 X a/4^sMs INSIDE ELEVATIO ,a43 i-af8FROMENpSRAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWSAND 6-1/2"O.C. MAX. 2v WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION /`8 X Sj4•NMS0 3/8•FROM ENDS 175 X.062 DEEPAND 4-1/2.O.C.MAX. GROOVE cp�, a6lp8 X a/4•SMS0 a/8'FROM ENDS --. _ -- AND 7'D.C.MAX, r - - _ _ Ener.JAVAD AHMAD _o__ __ dHL"DIA.WASHER - - - - - - _ - itA.PE 592 mmuc•F REMEW6,A +� ----------- DOOR --..- y__`y _ _ _ _ C.A.N. S � MNBMibtlt� � �' DOOR PANEL EXTERIOR 24 CA. (.024)STEEL MIN.' A _ p00R PANEL 15/16•MIN. . D.L.OPG. 0 2015 drawing no. 24 CA.(.024)STEEL MIN. GLAZING SITE MI PhMtctCtilFYof 98-05 WINDOW WIDTH shee�6 7 PRECISION DOOR SERVICE OF BREVARD DAMS,FRED Invoice Date: 01-16-16 110 TOMAHAWK DR 1204 KINGSWOOD LN Technician: Neil Trepanier • ° INDIAN HARBOUR BEACH,FL 32937 FORT PIERCE;FL 34982 Work Order#: 2810554 (321)639-6157 (772)201-6386 Invoice# 01715815 , Contractor Number 14-GR-CT-00088 Part# Description Quanti Unit Price Ext Price Tax ' s p ty The.war>fa bra rsa�ent1"farfhe ra#sc#panofbothfhecustomerand P€eciston '&6— aor Rads df Brevard We+Nan#aur aus#arrisrs#n fully 58773 Haulaway 1 0.00 0.00 N funderstandanyrecatn ientlattons;tha#uve'affsrAnycustorne h sthe, INCLUDES SALE,DELIVERY,INSTALLATION,AND HAULAWAY ighttorecti ueorsec R!alptro artofa1ecl nldrans recammertdafions , 16x7150 .: k 58729 16X7+48/-52 LARGE MISSILE IMPACT RATED AND SUSTAINED WIND RATED DAB 1 1760.00 1760.00 NI fullyunderstaand the explartatton an fhe totat,pnce MODEL 824 HURRICANE GARAGE DOOR $2 4S pp gn fp me t understarctha 58733 White in Color 1 0.00 0.00 N recamrrtentlrFon farservlctng aur_aaar w WHITE IN COLOR DAB Warranty tunderstand#hatfhesfepasttforffiedoortamordermg 58997 MANUFACTURER LIFETIME TRANSFERABLE WARRANTY ON PANELS,MFR 5 YEAR 1 0.00 0.00 N its nonrefundablss J �, WARRANTY ON HARDWARE;1 YEAR PDS LABOR WARRANTY 4 58054 St Lucie County Permit Fee 11-- 120.00 120.00 N y�4�W°�u��a��epleted n- Liftmaster 8550 7' 60389 1 535.00 535.00 N LIFTMASTER 8550 W/1 REMOTE 52478 $150 Off Coupon 1 -150.00 -150.00 N PDS Upgrade Double 58777 PDS UPGRADE-LIFETIME WARRANTY ON HARDWARE PARTS;1 YEAR PDS LABOR 1 200.00 200.00 N WARRANTY 80126 877LM Keypad 1 0.00 0.00 N 80127 893LM Remote 1 0.00 0.00 N SUBTOTAL FOR 16X7$2,465.00 Paymentlulethatl TransactianlD Payment DatePayrrentAmount . Taxable Subtotal $0.00 MUM-ktecft N 93tt5 Jan 16 2Q16 ww'(4Qt2 r s NonTaxable Subtotal $2,465.00 Sales Tax(0.0%) $0.00 Invoice Total: $2,465.00 Total Payment: $514.00 r Balance Due: $1,951.00 Additional Information