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Home My WebLink AboutProduct Approval Florida Building Code Online https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwt... !-�:-f^",,:••�r� BCLS Home Log In ; User Registration ! Hot Topics i SubmitSurcharge Stats&Facts Publications FBC Statt BCIS Site Map Links Search S Busines Professional USER:PuubtkAProdPproval �o�allati0n vl Product Approval Menu>Product or Anoln tan Search>Aoolkation Lit>Application Detail FL# FL15853-R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Amarr Garage Doors/Entrematic Address/Phone/Email 165 Carriage Court Winston-Salem,NC 27105 (336)251-1309 danny.joyner@amarr.com Authorized Signature Brandon Gentle brandon.gentle@amarr.com Technical Representative Brandon Gentle Address/Phone/Email 165 Carriage Court Winston-Salem,NC 27105 (336)251-1308 brandon.gentle@amarr.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 °i 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.-ETL/Warnock Hersey Quality Assurance Contract Expiration Date 01/01/2016 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL15853 R4 COI Statement of Independence 2014.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 ASTM F588 2007 DASMA 108 2005 1 of 3 4/23/2015 4:56 PM Florida Building Code Online https://floridabuilding.org/pr/pr—app—dti.aspx•!param=wutvAywi... DASMA 115 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/30/2014 Date Validated 07/01/2014 Date Pending FBC Approval 07/04/2014 Date Approved 08/25/2014 Date Revised 03/30/2015 Summary of Products _ _ FL# Model,Number or Name Description 115853.1 Classics 1000 2000/Model 500 IRC_5318-140-26-I Thru 18'-0"wide WLimits of Use i Installation Instructions Approved for use in HVHZ:No FL15853 R4 II IRC-5318-140-26-I Drawing 7 SO FL.pdf Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine PE-0048579 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+29.4/-33.3 Evaluation Reports Other:Glazing not available I FL15853 R4 AE IRC-5318-140-26-I Evaluation Reoort 7-10 FL.odf FL15853 R4 AE IRC-5318-140-26-I Report 7-10 FL.pdf Created by Independent Third Party:Yes _.._—_..._..._.—._.............—. --- .. ..... .........-- -. ... —_......_...._._ .. —._. .__..__._................_..__._ . . . ..------- —- l:—... .�._. - ---- - 15853.2 Model 1350;Model 2700 IBC-1309-130-11-I Thru 9'-2"wide Limits of Use Installation Instructions Approved for use in HVHZ:No I FL15853 R4 II IBC-1309=130=11-I drawing 7-10 FL Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine PE 0048579 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+24.3/-28.5 !Evaluation Reports Other:Glazing not available I FL15853 R4 AE IBC-1309-130-11-I Evaluation Report7-10 FL.odf j FL15853 R4 AE IBC-1309-130-11-I Report 7-10 FL.pdf i Created by Independent Third Party:Yes 15853.3 Model 1350;Model 2700 IBC-1312-130-15-IThru 12'-2"wide Ir— Limits of Use Installation Instructions Approved for use in HVHZ:No FL15853-.R4 II IBC-1312-130-15-1 drawing 7-10 FL.pdf j Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine PE-0048579 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+23.8/-27.3 Evaluation Reports Other:Glazing not available FL15853 R4 AE IBC-1312-130-15-1 Evaluation Report 7-10 FL.pdf FL15853 R4 AE IBC-1312-130-15-I Report 740 FL.pdf Created by Independent Third Party:Yes 15853.4 Model 2000/3550;Model 2400/3550I IBC-2452-130-15 Thru 12'-2"wide .....�...._—_._................_.....- ............_.._-..-_._...-._ _.................. -- ....._........_.- .....................-- Limits of Use Installation Instructions Approved for use in HVHZ:No FL15853 R4 II IBC-2452-130-15 drawing 7-10 FL.pdf Approved for use outside HVHZ:Yes i Verified By:Thomas L.Shelmerdine PE-0048579 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+26.8/-29.5 (Evaluation Reports Other:Full view sections FL15853 R4 AE IBC-2452-130-15 Report 7-10 FL.pdf Created by Independent Third Party:Yes —_--.--__............._...----.._._.__ __......._....... 15853.5 Model 2000;Model 2400 IBC-2416-130-24 Thru 16'-2"wide -( Limits of Use ---- —1 Installation Instructions Approved for use in HVHZ:No ( FL15853 R4 II IBC-2416-130-24 Drawing 7-10 FL.odf Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine PE-0048579 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+23.3/-26.3 I Evaluation Reports 2 of 3 4/23/2015 4:56 PM 14 GA 1.25"%L25•%I ADJUSTABLE SLIDE BRACKET PUNCHED ANGLE ATTACHED TO TACHED V/(2)5/16•X 3/4' ♦a �I I 2• ADJUSTABLE SLIDE ON TOPRIAGE BOLTS AND NUTS TYPICAL TDP FIXTURE V/(U 5/16'%3/4' • SECTION BOLT AMD HuiOig T GA(MIN.)GALV.TCOMMERCIAL HE2'IO-HAUL 9.5•STEW STEEL .. GA. TDP R(4) 1/BRACKET ATTACHED RRICANEROLLERV/7/16' s , AT A.CENTER HINGE R-TRUSS ATTACHEDRETA{HER EOR NON-THREADED SS'I8 GA R-TRUSS ATTACHED V/(4>1/4'x 3/4' VITH<4) 1/4'x 3/4'HEX HEAD SHAFTS ATTACHED • V/C4>3!4'x 3/4' HEx HEAD SCREVS AT 24 GA.0022'MIM UNIV,SCREVS PER HRACKE7 v/(2)I/4•x 3/4• a HEx HEAD SCREVS EHD srREs: PREPAINTED STEfL\ AQJUSTABtf SLIDE HRACKE7 IS HE%HEAD SCREWS \ ASSEHBLEq VITH(2)5/16'x 3/4' R GA GALV.CO>DiERCIAt TDP AiCENTER STILE �'.^ BDLT 6NUT PER HRACKE7 ROLLER HRACKE7 ATTACHED5.5'1BGA R-TRUSS ATTACHED 22(�E;D HING4ATTAC}ED V/U)1/4• 3/4•HE%MEAD (4)l/4' 3/4' 14GA.Y3 ROLLER CARRIER SCREVS PERBRACKET � HEAD SCREVS AT '�'` ATTACHED TO R-TRUSSHE%HEAD SCREVS EACH END STILE V/f3)I/4"x 3/4 i• HEX HEAD SCREWS PER EARRIER 7YPICA�TDP EXTURES i rs.- 2'SO-BN.L STEEL N.T.S. HURRICANE ROLLER l4GA ROLLER CARRIER V/7/16'RETAINER FOR ATTACHED TO END STILE TYPICAL (2)5.5'IB GA R-TRUSS PER MN-TARE SHAFTS _ vt(4)1/4'x3/4' INTERMEDIATE` SECTION EACH ATTACHED WJ(2> TYPICAL CENTER HINGE HEX HEAD SCREWS SECTION \ 1/4' %3/4'HEX HEAD SCREWS PER CARRIER AT EACH CENTER STILE AND(4) AT EACH END STILE CONN RCIAL 1/2'SHOOT BOLT LOCK ATTACHED TO END STILE V/(4)1f4'X V —A HEX HEAD LAG SCREWS, (4 PLACES> 2'10-BALL STEEL 9.5'LONG STEM 32' MAX. TYPICAL END HINGE 3 USED ROLLER V/RETAINER SECTION SED FOR NON THREADED SHAFTS e,is. HE]GHT 28 ' HIN 1 3 SEC TIDN COMMERCIAL SHOOT HEIGHT 55•I8EW.R-TRUSS BELT LOCK ATTACHED a—_- w w ED VAO iia' x 3/4' TYPICAL BOTTOM TO END STILE • ATxENDSTILEEVS SECTION\ E%W/I4HEAD,LAGI SCREVS \ BOTTOM BRACKET 13 GA(MINA ATTACHED V/(3)I/4'x 3/4' HEX HEAD SCREWS Z 2'10-BALL STEEL ;:'/�-,r„F'�`�' BOTTOM BRACKET 13 GA. HURRICANE ROLLER (NUN.)THICK ATTACHED W/99s St£x AND V/(3)1/4'X 3/4'HEX SECTION A-A (SIDE VIEW,) Fpi tmuxs RETAINER USED FOR HEAD SCREWS y NON-THREADED SHAFTS N.T.S. I FEV 0L WINN OF RWM By QAIE «sem 2Y T � --I— A (ncATAYa 2'-3' 2'-3' 2'-3' 4 2'-3• 2'-3' 2'-3' 2'-3' TYPICAL BOTTOM BRACKET MAX SIZE !8' N.T.S. 4 ........... "ITEMN LOADS ••L INSIDE ELEVATION +29.4 PSF N.T.S. LARGE �ry -33.3 PSF ••••••••••• `` L..A R G E TEST LOADS %•No.4179 SEE NOTE 2 ON PAGE 2 +44.1 PSF A /�O 7 "� WOOD BLOCK BEHIND EACH OUTER END STILE(2>PER SECTION ,I -50.0 PS • x *08/41 G©1Z 3 3/4'HIN.F1-1/2'x 2-5/0'%31-1/2•(32'SECTIONS) 2 X 6 SYP OR SPE �ji I C C(L E � `-----_-� STATE OF I SIDEROGH I 1-1/2'X 2-5/e'X 27-1/2'(28'SECTIONS) i��i OOR ETTER) MISSILE S S I 1 O>20 GA CENTER STILES (�( ,({^T A /'1 r LARGE MISSILE •L4W1/' �}('��1_/(y� OPTIONAL STOP HOLDING ATTA[HEp WITH(2)CLINCHED JOINTS GA GAL V.STEEL END IIVJIi Ii--'/IS_ IV I IMPACT '••• IA•` .• •! V/FLEXIBLE SEAL AT THE TOP AND HOTTOM RAIL ILE ATTACHED WITH(11) (SUPPLIED HY INSTALLER) AND ADHESIVE TO INTERIOR FACE INCHED JOINTS TO DOORS RESISTANCE .,•,,. LIN AND(2)AT THE TOP R E S I S TA t2 GA JAMB BRACKET AND BOTTOM RAIL ATTACHED TO JAMB !"•� MR-TRUSS �V/fl>5/15•%ACHED LAG BOLT 2'CK T STEEL TRACKAND ATTACHED TO TRACK TRACK THICKNESS ACKW/(U 1/4 X 5/e'SPICE BOLT0 THE METHOD OF TESTING WAS IN SUBSTANTIAL s uz•H x:B cA. CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM 165 CARRIAGE COURT VINSION/-SSALLEEM,ND. 27105(5•R-TRUSS) ' Et$$6, E7996, F58$AND OASMA 708, 7t5. THE PRESSURESNIt3DEL 'JVV CLASSICA SHOWN ON THE DRAWINGS WERE CALCULATED USING ASCE 1V1VV/ROLLER CARRIER AT7-10 WITH THE FOLLOWING PARAMETERS(5 FEET OF DOOR v/c3>Iry x 3/1•HEX WIDTH IN THE END ZONE,ROOF AT ANY SLOPE); $( 'ZQ(}{� WIND SPEED (MPH) 782 165 157 150 144 S: MIDI BY RIR DAIC 6/75/12 MAIZ NUkw TRACK MOUNTING DETAIL EXPOSURE LEVEL 8 C C D D N.T.s. , B Dl u et DAa IRC-5318-140-26-1 MEAN MEAN ROOF HEIGHT 30' 15' 25' 15' 25' iNpt1S L 3HI3ERWE PL DG Ra 0WH574 AfEt i 0f 3 CPEC[EICATIONS AND NOTES WOOD JAMB ATTACHMENT TO STRUCTURE 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS.HORIZONTALTHE 2 X 6_i_VERTICA JAMB ATTACHMENT 7O WOOD FRAME STRUCTUREE TRANSFFE REDFROM THE�DOORpDER RECEIVES NO PORTION OH'THE LOAD 5/16' X 3"LAC SCREWS STARTING 6"FROM ENDS THEN 18"O.C. (1 1/2" EMBEDMENT) Z. EACH VERTICAL JANE RECEIVES MAXIMUM DESIGN LOADS OF.+264.6 LBS/FT INTERIOR OF GARAGE 2 X 6 VERTICAL JAMB ATTACHMENT Tb 2 00,1 PSI GONCREfE 6 -299.7 LBS/FT MAX,WIDTH I8'6' HILTI KWIK BOLT 3/8" X 4" STARTING 6" FROM ENDS THEN 24"O.C. (2 1/2" EMBEDMENT) 3. DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED AND INSTALLED HILTI SLEEVE ANCHOR 3/8"X 2-3/4" STARTING 6" FROM ENDS THEN 16"O.C. (1 1/4'EMBEDMENT) WITH STANDARDS AS SET FORTH BY DASKA, ITW/RAMSET REDHEAD (TRU-BOLT) 3J8"X 4"STARTING 6"FROM ENDS THEN 24' O.C. (2 1J2"EMBEDMENT) 4. DOOR SECTIONS SMALL BE 24 GA(.022)MIN.EXTERIOR SKIN RGLLED DESIGN LOADS® 7 K 6 VERT{CAL IAM@ ATTACHMECj,T TO HOI i OW -40 B O K FORMED,W/BAKED ON POLYESTER FINISH +264.8 LES/FT SIMPSON 1J4" X J"TITEN SCREWS STARTING 6"FROM ENDS, USE PAIRS OF FASTENERS(3"APART) S. DOORS UP TO 8'0'HIGH CONSIST OF(3)SECTIONS AS SHOWN,USE(2)5.5" -298.7 LBS/FT SEE NOTE 2 AT 8' O.C. (1 I/2" EMBEDMENT) R-TRUSSES PER SECTION MILD.1/4-X 2-3/4" KWIK-CON G+ SCREWS STARTING 6" FROM ENDS, USE PAIRS OF FASTENERS (3"APART) b. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNEO BY A REGISTERED AT 8 O.G. (1 1/4' EMBEDMENT) PRCFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 2 X 5 VERTICAL JAM@ ATTACHMENT TO GROUTED C-90 BLOCK (2000, PCI GROUT) HILT! SLEEVE ANCHOR 3/8" X 2-3/4" STARTING 6"FROM ENDS THEN 18" O.C. (1 1/4'EMBEDMENT) (OR. USE FASTENERS FOR HOLLOW C-90 BLOCK) •LAOS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 13 GA,FLAG BRACKET ATTACHED TO WOOD—, •PREPARATION OF WOOD JAMBS BY OTHERS JAMB/(3)5/26 DIA.X 1-5/8'LAG BOLTS AND H TO TRACK W/(v 1LTSA x NUTS WOOD CONCRETE HOLLOW BLOCK GROUTED BLOCK TRACK SPLICE BOLTS AND NUTS z STRUCTURE STRUCTURE STRUCTURE STRUCTURE w z SPLICE TRACKS AT THIS LOCATION W/(4) IA. X 1 TRACK SPLICE BOLTS w &NUTS SECURE TO JAMB WITH(3) s 5/16 DIA X i-5/8 LAG BOLTS w (SP ICE) O)5/16'DIA.x 1-5/8' 1/2' MIN 2-3/4' MIN 1-1/2" MIN 4' LAG BOLT ATTACHED TO JAMB 2X6 JAMB AT EA JAMB BRACKET NP' 3'MIN H IR GA GALV.STEEL THROUGH JAMB BRACKETS ATTACHED V/0)1/4-20 x 5/8' TRACK SPLICE BOLT 6 NUT Ery DI5 vmN CF RENm OA1E BY MAX SIZE 18'x 8. "........., TOP FIXTURE REINFORCEMENT DESIGN LOADS ILLUSTRATION TOP FIXTURE ADDER PIECE \ +3.3 PPS 79 % /rnB `� TEST LOADS •° ,Na.4BSf179p •1&1412 'L X7,:t A 0 lam/ -50 0 PSF ;+44.1 PSFTS'. ;3'Vc):f li7.Y� t2 STATE OF SEE (TABLE DFOR LARGE MISSILE '•+N7: JAMB BRACKET SPACING _ Fo PACT STANDARD TRACK CONFIGUR_TION FORT AND 8' TALL DORS REISMISTANC E •.... NTS. TR VTEV� ISOHETR[C VIEW TABLE 1 90• Door TRACK ATTACHMENT(in) SPLICE 4 65 CARRIAGE ClXA T VIMYDN-SALEM,NL 2It05 V....CDM Height A B C D E I F G I H s !-> " MODEL #500 CLASSICA 7 0 3.5 14 27 38 47 56 -68—[— 76 END- sv W'W 1000 & 2000 )8'Q T35 T14. 2 i38 4 :r56 6$ 79,x. :$$ x DRAWN BY U DUE 6/25/12 1 DRAB410 MIIIBFA 8 DEOID BY I DA[ IRC-5318-140-26-I ININEDE DOW L 4tQIf M PL UC Na M791 SUT 2 a 3 TABLE 2 • Door SHOOT BOLT ATTACHMENT(in) Height Y 8' 0 25 58 SHOOT BOLT ENGAGES TRACK AT 2 LOCATIONS PER SIDE. 40 BOLTS MUST BE ENGAGED DURING HIGH WIND EVENTS, SM I DE6CR9BDN 6T R MW5 DATE JOY I MAX SIZE SB'x 8' •••• DESIGN LOADS ••CSL CJI'I,�/�y`••' +29.4 PSF -33.3 PSF TEST LOADS •ND.48fe79+44.1PSF =•O• _50.0 PSF 08/1€ 012 U < LARGE MISSILE Rte.• •• ' o = IMPACT •+• •: T t a 3 RESISTANCE w .. A as 165 CMRME CW T VINSIM-S&EN,N.C. 2710 VVVNIARR.C@f MODEL #500 CLASSICA 1000 & 2000 _ SUE1 DUYN 6T 01 PATE 6X(12.,_. URkno"o AVAILABLE TRACK CONFIGURATIONS B I CEOURT I DATE IRC-5318-140-26-I N.T.S. DOM MM L RB.MAFME RE DG Na W0791 4EET 3 DI 3