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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 S51 R, Rog - -- -- = - BCIS Home 1 Log In User Registration Hot Topics Submit Surcharge Stats&Facts I Publications Contact Us I SCIS Site Map Links Search Florida rifl( ) ProductApproval�. F� )USER:Public User P.P�nwnldnl2xn Product Aooroval Menu>Product or Application Search>Application List>Application Detail FL# FL10763-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Amarr Garage Doors/Entrematic Address/Phone/Email 165 Carriage Court Winston-Salem,NC 27105 (336)251-1307 robert.richardson@entrematic.com Authorized Signature Robert Richardson robert.richardson@entrematic.com Technical Representative Robert Richardson Address/Phone/Email 165 Carriage Court Winston-Salem,NC 27105 (336)251-1307 robert.richardson@entrematic.com Quality Assurance Representative Danny Joyner Address/Phone/Email Amarr Garage Doors 165 Carriage Court Winston-Salem,NC 27105 djoyner@amarr.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Thomas L Shelmerdine the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity Quality Assurance Contract Expiration Date 01/01/2020 Validated By Steven M.Urich,PE © Validation Checklist-Hardcopy Received Certificate of Independence FL10763 R5 COI Statement of Independence 2017.odf Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2012 ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 ASTM F588 2007 DASMA 115 2012 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding.org/pr/Pi_app_dtl.aspx?param=wGEVXQwtDgvl dAvIteOYO... 10/4/2018 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL10763 R5 Eouiv DASMA 108 and 115 2005 vs 2012.0f Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/18/2017 Date Validated 12/19/2017 Date Pending FBC Approval 01/06/2018 Date Approved 04/10/2018 Summary of Products FL# Model,Number or Name Description 10763.1 Heritage 3000/Model 1200;(24ga) IRC-1218-165-26-1 Thru 18'-0"wide Oak Summit 3000/Model 1200 Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL10763 RS II IRC-1218-165-26-I Drawino 7-10 FL rev.pdf Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine FL P.E.#48579 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +42.0/-46.0 Evaluation Reports Other:Long Panel Glazing is 1/4"Polycarbonate with FL10763 R5 AE B117-11 to-16.adf aluminum frame FL10763 R5 AE C5463.01-106-18-r0.Ddf FL10763 R5 AE IRC-1218-165-26-I Evaluation Reoort 7-10 FL.odf FL10763 R5 AE Makrolon NOA 17-0410.01.1)df FL10763 R5 AE NOA 17-0410.01 FBC 6th Edition Compliance Letter.PDF Created by Independent Third Party:Yes 10763.2 Heritage and(24Ga)Oak Summit 18'Wide Heritage and(24 Ga)Oak Summit 1000&2000 1000&2000 models 950,9501,655,655i IRC-9518-165-26-I Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10763 R5 II IRC-9518-165-26-I drawing 7-10 sealed.odf Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine FL P.E. #48579 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+42.0/-46.0 Evaluation Reports Other:Approved for use in HVHZ Regions.Glazing not FL10763 R5 AE B117-11 to-16.pdf Available.Also Tested per FBC TAS 201,202,203,F588-04 FL10763 R5 AE C5463.01-106-18-r0.pdf FL10763 R5 AE IRC-9518-165-26-I Evaluation Report 7-10 sealed.odf Created by Independent Third Party:Yes 10763.3 Stratford,Heritage,Oak Summit 18'Wide Stratford,Heritage,Oak Summit 1000&2000. 1&2000 Models 600,950,650,600i,9501,650i Limits of Use Installation Instructions Approved for use In HVHZ:No FL10763 R5 II IRC-6018-130-24 drawing 7-10 sealed.pdf Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine FL P.E.#48579 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+25.4/-28.7 Evaluation Reports Other:Not for use in HVHZ Regions FL10763 RS AE IRC-6018-130-24 report 7-10 sealed.Ddf Created by Independent Third Party:Yes Back Next Contact us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: "= F e7 R M https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgv l dAvIteOYO.... 10/4/2018 r� j 2'10 BALL STEEL HURRICANE ROLLER V/95'STEM AND III 23'12 GA.GALV.STEEL 13GA GALV.FLAT LEAF HINGE HDR BOLT RCrA1NER USED FDR STARTER PLATE ATTACHED V/(4) BRACKET ATTACHED V/p1 I/4'x 3/4' NDNTHREADEDSHAFTSSPLICE BOLTS OR RIVETS HexHEADSCREWSPFR INrERKEDpTE ROLLER TRACKICKNESS LOW HEADROOM TRACK OPTION 5 1/2'IBCA R-TRUSS ATTACHED °`�_ (2)20 G0..2 3180.20 1/2' N.T.S. V/«A vHE 4'.3/4-HEX AD UNIVERSAL CHOSTILE ATTACHED V/(2) SCREWS AT EACH END STILE TOG-L-RLCRR I/V RIVET AT TOP ON TOP SECTION AND IIOII'm R EACH SECTION ALT LOW HEBDROOM TOP Mac— IB N.T.J(. 13 GA FLAG BRACKET ATTACHED TO WDO JAMBV/(3)5/16 DIA.X 1-5/8'LAG BOLTS AND TO TRACK V/(4)1/4-20 x 5/8'TRACK SPLICE BOLTS AND NUTS SPLICE TRACKS AT THIS LOCATION V/(O 1/4'-20 TRACK SPLICE MILTS 6 NVIS SECLRE TO JAMB W17H(3)5/16•DIA.1-5/e' LAG BOLTS (SP I ICE> (U 5/I6•DIOL. WOOD JAMB ATTACHMENT TO STRUCTURE lar MOM OFWAM DATE HED T LAG%RT ATTACHED T(1 JAMB 2 X 6 VERTICAI JAMB ATTACHMENT 70 WOO➢FRAME STRLCTIR A CBDQCIOI TO CINIDt SBE RAOJRNfS 3fi7/IB 9(B AT EA,JAMB BRACKET 5/16'%3'LAG SCREWS STARTING 6'FROM ENDS THEN 12.O.C.Q 1/2'EMBEDMENT) B RATED 7D 16310 Im AlIT ueoeu HILTI KVIK BOLT 3/B'%4'STARTING 6'FROM ENDS THEN 24'¢G(2 I/2'EMBEDMENT) n pO'pi /1110 �^ 12 GA GALV.STEEL FIILTI SLEEVE ANdIGR 3/8'%2-3/4'STARTING 6'FROM ENDS THEN 10'D.C.Q 1/4'EMBEDMENT) '- �a t'SHE(uuee JAMB BRACKETS ITV/RAMSET REDHEAD(TRU-BOLT)3/8'X 4'STARTING 6•FROM ENDS THEN 22'OL.(2 1/2'EMBEDMENT) MAX SIZE Qv' 0.0.0. S..-•••••..`")'Fp'/f Twam ATTACHED W/(1)1/4•-2D w 5/8' ?%6 VERT7CA ,AKA ATT HMFNT TO HD OV -90 iR K 18'[T4 R SIMPSMN 1/4'%3'TITER SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS .+E ds• �' $�•'QJi G2 TRACK SPLICE EMT 6 NUT DESIGN LOADS 0..�• �2 (3'APART)AT 8'¢G(1 1/2'EMBEIINENTI +42.0 PSF �"0. P No QQ4D57 (�-21 HILTI V4•%2-3/4'KWIK-CON II+SCREWS STARTING 6'FROM ENDS,USE PAIRS OF -4B 0 PSF C6 L FASTENERS(3'APART)AT 8•¢G(1 L4'EMBEDMENT) �•4� ` Y'k L 2%6 VERTICAL JAMB ATTACHMENT TO GARFT E➢HUM (2000 Pc(GROUT) SIZES SUMS MLTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FRt?I ENDS THEN 12'¢G Q 1/4' _ EMBEDMENT)(TR,USE FASTENERS FOR HOLLOW C-90 BLOCK) TO WEIGHT �=S� STATE Or :tom a RESTRICTIONS .R map •`tJ� -LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. J3 's� 'N�•�O \Q a� -PREPARATION DF WOOD JAMBS BY OTHERS LARGE MIS9LE v➢Dn CMICRETE NOLLOV BLOCK IMPACT RE95TANCE "FL STRUCTURE STRUCTURE STRUCTURE GRWTED BLOC STRUCTURE 2 SEE(TABLE 21 FDR ISS CARRIAGE CM%IT VINSTCH-SALEM.NC. 27105 VWAMARRTDI( JAMB BRACKET SPACING MODEL#950 HERITAGE 1000,2000 STANDARD TRACK CONFIGURATION FOR 6'6'UP TO 14'TALL DOORS f/2•MIN 2-3/4'MIN 1-1/2'MIN 4• MODEL N855 OAK SUMMIT(24ga) 1000, 2000 N.t.s zx6 JAMB ShortLon. Flush & Oak Summit Panels TYP. 3'MIN I31E plpN DY SWRI,DAIE ORAIPAO ROHR B oeG®Br BD I DALE 06/7/07 IRC-9518-165-26-1 F71G1&Qt DGI 5 L MMM RE OC k 0018570 9BEI 2 OF 3 III 24 G0.COBB'NIM EXTERIOR SKIN 2• 13 GA MlM CC{DIERCIAL NGT)DURASAFE 24 PN POLYESTER FIMSN OP FIXTURE ATTACHED V/(4) 13 M MIN)WLV.STEEL CENTER HINGE ATTACHED 1/4• 3/4•HEX HEAD SCREWS COMMERCIAL TO ROLLER ADJUSTABLE ROLLER CARRIER O V/t4)1/4'x 3/41 AT EACH END STILE BRACKET ATTACHED V/<1 ATTACHED V/(2)1/4'x 1/r HEX)FAD SCREWS ADJUSTABLE AIDE DRACHET ATTACHED 1/4•x 3/4'HEX HEAD BOLT i NUT PER BRACKET U W DURASAFE V/2)1/4'K 1/2'BOLT AND NUTS SCREWS PER BRACKET END HINGE ATTACHED V/DO 1/41 x 3/4• S 1/r(BGA R-TRUSS ATTACHED HEX READ SCREWS V/2)V4'x 3/4 _ _ TOP SECTION 5 VE'N X IB W XEX HEAD SLREVS AT CS•R-TRUSS)GALV,STEEL R-TRUSS •• •�= - EACH CENTER STILE �:t.; NG0.IORASPFE ROLLER ATTACHED OVER BOTTLI FLANGE OF B3 1460.DURASAFE ROLLER CARRIER ATTACHED TO TOP FIXTURE V/(0)V4' 3/4' _ - CARRIER ATTACHED TO STILE V/(O 1/4' HEX HEAD SCREWS AT EACH END 2'DI BALL STEEL V/STEM ,•$; R-TRUSS V/(3>1/1• RICAME ROLLER V/7/16' S TACHE%IB G0. 6'R-TR' 3/4' HEX HEAD SCREWS 3/4• HEX HERD NNTEAD SCREWS T EACH3UNIVERSAL TAINER FOR NOR-THREADS •e TTACNED V/d)V4•X 3/4• SCREWS PER CARRIER STALE AND(2)VI•x 3/4'HEX SEARS WAD SCREWS AT ENDSTILES AND 4^.f LWDER EACH HINGE INTO BACK SKIN HEAD SCREWS AT EACH CENTER STILE 2'10 HELL STEEL LER - AIDE LOCK ENGAGES IDE INTO VERTICAL TYPICAL TGP FIXTURES 1 + / TYPICAL DURASAFE CENTER HINGE(, STEN HURRICANE ROLLER TRACK ON BOTH SIDES(SNAP LATCH, N.TS V/N-TH RETAINER FOR 11 LOCK 4 X HEAD U ATTACH V/(2) NLS NON-THREADED SEARS V4'x 3/4'HE%TION SCREWS 14 GA TYPICAL DURASAFE END HINGE)lj \ END HUGE NT.S SEE(TABLE 1)ON PAGE 3 FOR RECOMMENDED SECTION COFIGRRATION AS 1271 X IB G. Ol PER 3.2060.STRUT ATTACHED SECTION CS'R-TRUST)GALV. {l 14 GA ROLLER CARRIER V/Q)1/Y%314'XIX STEEL R-TRUSS ATTACHED V/ ATTACHED V/(3)1/4'X 3/4' HEAD SCREWS AT END AND .CJ)114•x 3/4'HEX)SILO HEX HEAD SCREWS AT EACH O EACH CENTER STALE SCREWS AT EACH END STILE DOUBLE END STILEMOTION SECTILE (2) AT EACH CENTER STILE ON ]WITCH BRACKET 13 60. dBD39¢N(S �..+ ^, ✓ y MIN)THICK ATTACHED • TUR CLARITY 2 3 IAUtTRICANEBAL ROLLER •`r. .c HEAD V4•X 3/4'HEX HOTNEAR SCREWS. U)3.20 CA ON V/9.51 STEM AND(U S a O 7/16•BOLT RETAINER USED FOR NON 13 GA ODM BOTTOM THREADED SHAFTS ON BRACKET ATTACHED MIT-SECTfON O W/(S)1/4•x 2/4' HET(HEATHS SCREW ipS CONT 4 TYPICAL BfiITOH BRACKET NT.B�N SEALS N.T.S. 4 �Cl'ION A-A(SIDE VIEWI NLS. — ' I VENTS PROVOS 70 SLR In RV Dom(OF DA)E B( 1-31 258• 258' 25�' 25�' 23�• 2S�------111 (62 T)4 hFOR OPTIOEAL A ORIUU TO QIRI&SIZE MLBRNR 1/17�i8 MAX AIR FLLV EACH TRUCTED TWO(2)ROWS OF TH REE(3T VENTS )T B BPDAIED M F9C BTO 11fAn1. EQUALS 15 SO.INCHES iE939I70 INSIDE ELEVATION £— 0�`wk 3HEB'F1.i, N.T.S. O— MAX SIZE �� e�' S te••• 161�c sig 18 ta' a�Q••�CENS'•.P����o= DESIGN 'S LOADS o( w.tQ'• / +42.0 PSF 5; �; No 004557 •.r(` OPTIONAL VENT DETAi —46.0 PSF -- irj Tffl WOOD BLOCI(BEHIND EACH END STILE(2)PER SECTION N.T.S. SIZES SUBJECT b �'fl• Y' IL lR. 3 3/4'ION. I-12'%2-5/8'%20-1/r 21'SECTOD4S) 2%6 SYP OR SPF TO WEIGHT SIIEROL7 I 1-Vr%2-5/8•%I7-1/z' SELTIOHS) (NO.2 OR BETTER) RESTRICTIONS F� w9 . STATE Q g Y m 20 GA cEnrEa srlLEs IF-- �� 5v, H� L P'•c�"b sa UPT %FSLE�gHLMOULDING ERL AAT THE Ty1TH', "CLI AND BOTTOM RFADLlRO STILE ATTACHED WITH LARGE MISSILE S S I L L RESIIMPASTANCE MI551i.E V•t6ss�O'S,O•` 'y3 (SUPPLIED DY INSTALLER) AND ADHESIVE TOR FACE SKINC IjiED N C2) AT ni TODOORS TOPS RESISTANCE FL Fg'�FO83i7 `,'D aS JAMB BRACKET ATTACHED TO �L WnUMI RAL IMPACT RESISTANCE JARS V/O) 1%1-5/8' LAG BOLT AND ATTACHED TO —��...- CALM STEEL TRACK a) TRACK V/N VI%5/8• �i o • TRACK 714Cp1E55'083' THE METHOD OF TESTING WAS IN SUBSTANTIAL SPLICE BOLT t<! U'=�—'1 i t. ); CONFORMANCE WITH THE PROCEDURE DESCRIBED INAMU�+/f (• )- r 20 GA,GALV,STEEL UNIVERSAL E730.ANSI/DASMA 108•TAS 2DI 202 AND 203,THE 1 DOUBLE END STILE ATTACHED PRESSURES SHOWN ON THE DRAWINGS WERE CALCULATED 165 GRRIAGE IT.INT VLNSTO'R-SALCM,N.C. 21)03 vWARNCRAbI 5 1/rH%18 W. �` '•"•'' �. 'v'I ' WITH(2T RIVETS ETR CLINCHED SING ASCE 7-10 WITH THE FOLLOWING PARAMETERS 5 FEET MODEL 950 HERITAGE 1000•2000 (5'R-TRUSS) - )OMB TO ODORS SKIN AT TOP ( >� AND BOTTOM OF DOOR WIDTH IN THE END ZONE BOOF AT ANY SLOPE: MODEL 8055 OAK SUMMIT(24ga) iD00, 2000 43 14GA DURASAFE ROLLER CARRIER ATTACHED TO R-TRUSS WIND SPEED MPH 212 193 183 175 168 ShortLo Hush & Oak Summit Panels V/(3)V4•x 3/4H HEX HEAD SCREWS EXPOSURE LEY L B C C b D 9E mk"BT ME UTE DRAD'T.ww MOUNTING DETAIL MEAN ROOF HEGHT 30 1s 23' Is- TRACK2s' B OF.OFDBT BRI DATE 06/)/07 IRC-9518-165-26-1 . N.T.B. MMM BDMA6 L 9WDIONE PE TIC Na.0018579 9HE1 1 6 3 TABLE I TABLE 2 DOOR SECTION HEIGHTS DOOR TRACK ATTACHMENT ISPLICE HEIGHT Btm #2 #3 #4 #5 1 #6 #7 #8 HEIGHT-A--F-13-T-C D E F G H I J K L M N S 46.1`561' P -13'6" 21" 21- 21" 21" 21- 18" 18- 21" T Y 114" 2T' 38" 46" 56- 69' 6� ,2 76- 43. j2j� 2, , 21riRjkl .3-k14,. 27, ' 4V♦ `567-IE'g8tEL 12'6!' 21" 18" 18" W 18" 18" 18!' 21" 8' 3" 14" 27" 311" 46" 56" 68" 78" 11'6" 21" 21" 21" 18" 18" 18" 21- w 3" 14" 27" 38"1 46" 66" 68" 78' 88" 100 10'6" 21" 21-121- 21" 21" 21"1 1 10' 3" 14' 27" 38" 46" 56- 68" 78- Le. 100- 112" 9'6- 21" 18"118" 18- 18" 21" 11' 3" 14"127" 38" 46' 56" 68" 78" 88" 100"110" 124" f27' �187'o467�'66" . ,, T� QO t 97, o";-'-'58TF1 'Tw."'18-3.5-65 ;?...130,';, 8'6!' 21 21" 1Z 3" 0"119'122" 1 136" 1,V' 27- 38- 46- 56'. 68" 7F 8V' 10 T-7 8 .1 ja 321, ,17 2%-A� F,14 �46!;"�56"I �109"12 I , -8-,-81�'- 07�NO' _2", �14 7'6" 18" 18-11 6" 18" 18" is 14"127-1 W 46' 56- 68.. 78!' 88" 100"114"122" 134" 148" 46ji 11 ,]4 ,,68'!',jL7 2471 T4, 4 ,66-,UM fWi 1 OW 1W 1221'1 4'51W I 18'121-1 1 38" 56 6 S. 2v �21 14' 21"1 18 ),0 x, 616. 2 Z ALL TRACK ATTACHMENT SPACING+/-2"ALLOWED WITH SYP NO.2 OR BETTER ONLY SPECIFICATIONS AND NOTES 1 ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS M, +378.0 LBS/FT & -414.0 LBS/FT IV V-VM OF MS014 1 DAIE Jay 3.DOOR AND HARDWARE WLL BE DESIGNED,MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. A WSM M CDO KAMM 13AVM 4.ODOR SECTIONS SHALL BE 24 GA-(.022)MIN.EXTERIOR SKIN 8 L%413)TO FBC 2110 [U ROLLED FORMED,W/.BAKED ON POLYESTER FINISH 5.DOORS USE(1)5.5'I8GA R-TRUSS PER SECTION AND(1)3'20GA STRUT ON THE BOTTOM SECTION. MAX SIZE Q:� 6.REFER TO TABLE I FOR SECTION CONFIGURATION. 18' 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED DESIGN LOADS PSF 1zo BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS +420 &-(I 004.157 3 o = INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 46.0 PSI" SIZES SUBJECT TO WEIGHT V. RESTRICTIONS LAR ....... INTERIOR OF GARAGE IMPACTGEMISSILE I MAX. WIDTH 18'0' RESISTANCE F VERTICAL JAMB DESIGN LOADS L--j +378.0 LBS/FT E-- AVAILABLE TRACK CONFIGURATIONS 414.0 LBS/FT I 163 cmmm cmmr%nNsToN cm,� z=�~zccm N.T.S. SEE NOTE 2 ON PAGE 3 MODEL X850 HERITAGE 1000,2000 MODEL �t Lon n5js 0 SIDMMff(24ga) 1000, 2000 Sh. 1 Flush &-Oak Summit Panels SM WA BY SWI DAIE mmmAm S OM BY MU I DAIE aphn IRC-9518-165-26-1 DOM WW L SIUMN RE M ft 00185791 90ET 3 OF 3