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HomeMy WebLinkAboutDrawing & TestUAE — Top Bucket DETAIL A (Sheet 2 d3). ©■ Door Height T - 0" Shown See chart below for other door heights n■ 4 5 6 7 Door Width 16' - 2" Shown NOTE: Track configuro6en above See chart below for other the wand opening does n t affec the wind load rating of the woo•. door widths J= Bottom Bladtet — End Hinges G StM S Strut Attadutfmd Detail (sheet2d3) Detail8(sheet2ot3) DefallE(sheet2a13) This product has been evaluated per AN31/DASMA 108-05 (cad -12) 1cr static air pressure. This product has been evaluated per ANSI/DAStf4 115-05 (and -12) for large missile impact and cyclic zr1ld pressure. . Wdel Number PANC246aaR2480SERES PANG2410SM2410SERIES PAN C2461 a R2461 BERES PAN AR24BOSERES PAN C24y1 S R2471 SEIM PAticumaRmisetes PANczmaR2472smEs PANC2011 SERIES PAmcz;=&R24z2sEREs PAN R2560 SERIES PAN C2015 SERIES PAN R2580 SERIES PAN R2551 SERIES PAN C2411 SERIFS B PAN R25W SERIES PAN R2571 SERIES PAN C2415 SERIES PAN 299" SPRIFS PAN R99" CFRIFC PAN f:7911 CFRIPG 130 Doarwkfths Pr wjnss E dS5l ' Center Center Certler tmpad Up To + i SttTes H' Silles Htn Stites ' Hfn Reslstani 10§ I 59A -66.3 i Double 4 2 3 1 5 1 2 NO 12 i 49.7 -55.4 I Oo+ble 1 5 2 5 2 5 2 NO I4=2' 42.6 -47.5 1 Double 1 3 5 2 1 7 3 NO 16'-- 37A -41.7 1 Double 1 7 3 7 3 7 3 YES 18' 2' 29.6 -33.0 Double 7 3 7 3 7 3 NO 2172- 24D ?b9 I Double 9 5 I 9 5 11 6 NO 10 37.4 T1.7 I Double 4 2 3 1 5 2 YES 12' Z 37,4 -41.7 Double 1 5 2 5 2 I 5 2 YES 14'-Y 37.4 .41.7 "Double 6 3 -5 2 7 3 YES ! This procucl is designed end sold by PSF. The AHJ or Engineer of Record is fesponeble for determining the PSF required for any given Site. Deail G (street 2 o13) i Manual door lacks ere I required unless an cutcmal;c I operotcr is installed. 1 �( 662"+l-3" 1 54'+/- 3" 2 +1- 3" i Bracket sheet 2 or3) It I, — Jamb Bradtet Detail F (shed2a[3) Intermedete Hk1ge 4" +/- 3° -L V 1lefail D (sheet 2 d3) 10p' +/- 3° - �h Jamb bracket duarsvVes shown are for use with erode 2 or better southern pine jambs. Supporting structural e'.ements are to be designed by a registered professional �CBN V engineer for specific wind bads. ;' t�to.51 •� Dar lTClal *Cf H ' hd Seams Total # Jamb CISWis BridslSki 6� 4 6 1 5 6W ) 4 6 1 5 6�G 4 6'-9 4 r-6 4 K61 r-e s r4r 5 8 7 89 51 8 7 NOTICE ... These drowings ae c supplement to the * installaGon instructions tar c standard door ��p STATE and only covers these procedures that vary p from Standard door installation. 11 these �••-' specific procedures are net followed, the door / .0�1:•O\ a may notperformas designed. � 1" Digitally signed byJohn E. Scates, RE Date: 2016.08.0413A0:35 -05W John E Scores. P.E. Drive IMPACT RESISTANT CarrolltonCgrrton Texoe 75007 s Texas 0 Maximum section height is 21 in. Florida P.E. P 51737 Maximum Joe- height is 16 ft FL#16660.18 Professlonel Engineer see! orovided only far All doors, even those above the tested 'height. verrcatian of wind load construction details. are available n;th jamb brackets or commercial ,�,� full angle. The maximum spacing of the jamc iv r PAN me s19d vAND LOAD brcekeis/track Gips should be racirnalned. - g u,Dppt D=GXPRE=W 17X417PSF 2 o3wmm- wL.3a04ot94.37e- —2m 11ff 3T W. C +mull= 4f14n4 inmin. MVS tluwi..M� oaxwcrmm. t f58DiL(111: See Sbeel3 I t 2 3 4 5 6 7 .6 PUSNUT PUSH NUT A" TEK SCREW See DETAIL K for push nut 7/16 1/4- X 3/4' Hex Ylasher Head 1 placement. See FTAI K for oust tut END HINGE Self Drilling (3 per Bottom & 2 per ' F placemenl, a 14 Go Golvenizdd Sleet Adjustable loner bottom Brackets) 1 ADJUSTABLE TOP FIXTURE 12 Go jVTEK SCREW TEK SCREW c o t/4" X 3/4" Hex Washer Head + o TEK SCREW Q BOTTOM BRACKET 13 Go Galvanized Steel ex U I/4" X 3/4' Hex Washer Head U Self Grilling (2 per Braeke;) 1/4" X 3/4" Hex ?losner Heod ADJUSTABLE INNER Self Drilling (4 as Bracket) o 0 I 0 o Self Drilling (4 per Hinge) BOTTOM BRACKET NUT 7/16" ./ D STILES�lBRACKET LC'N HEADROOM TO? O IPUSH ; O PUSH NUT See T I K for oush nu? Go Galvanized Sleet •/76" �� placement. See D TE Alt K for push nut DETAIL A LOW HEADROOM DETAIL B placement. DETAIL C eorroM SEAL E TOP BRACKET t 3 ] /2" x 4" E STRUT 23 4" INTERMEDIATE STILE IS Ca 50 KSI Minimum 16 Cc Galvanized Steel - Galvanized Steel 4"' I ; JAMB BRACKET o �� 12 Go Galvanized Steel - ®° a0. IN SLIDE LOCK or LOCK BARS INTERMEDIATE HINGE O 1 _T" � I ° (not required with operator) 18 or 14 Go C-olvonlzotl Steel ( 3A ° � a ) 0 0 . / —� I 1 { !f TEK SCREW t J TEK SCREW � apc BOLT & NUT ; 1/4" X 3/4" Hex Washer D 1/4' X -1/4" Hex Yfasner, Head I Self Drilling Hinge) f - � I TEK SCREW 1/4-20 X 5/8' Carriage I Head Self Drilling (4 per StWe Lack) f (4 per _ 1/4" X ../3" Hex Wosher Bolt T/4-20 Hex hcsher D DETAIL E Ha.DETAIL DETAIL F ""` (' °cr Jamb Bracket) DETAIL G Entld& intermed;ote2Sper t esl i NOTE: Details on some views; amitted for ciarRy. Double end stiles and end hordvore may be C' I (, !'�'l required on under or heavier doors. Ilk 1 ' "�r� DETAIL FLAG BRACKET T COMMERCIAL HEAVY DUTY COMMERCIALHEAVYDUTY K a ,am !'! ox. � Na517v t— For Standard, High 3c For Lovi Headroom With Vertical Lift With 3" Track 3" Track and Doable There should be a 1/4" i BOLT 01 5/16 x 1 5/8" t and Double End Stiles Enc Stiles space of between_ the roller hub and the Lag Bolt I Ll (4 per nag Bracket). �c; �4 : SJMOF ALTERNATE BOTTOM BRACKETS a edge of the (a;1 U �, ; : � �, 0, B NOTE: 7rm bottom bracket con:lgurodon tested renown in DE !L 0 :s me rgnte-t ovoltooe. Tolle, roller holder .which is set by the push nut. l BOLT &NUT 1/4-20 X 5/W Track Salt ORome \ ' //;P' ��� de 7/4-20 He. WasherrNut NAL //////01� �1````` win. DOOR yS54 uln. � 2 for Horizontal & 2 •or at t" /- 4ln:mal 25 Go Golwg-d Palataa sl—, or t" ( I S _ 1 � `; Vertical Track} 1 �i ' ' BOACT RESISTANT John E Sees, � E. Carrollton.TcxasDrive Carrton, -Vas i5007 ' 7n ��( l Florida P.E. P 51737 ROLLER K#1666018 Professiarel Eng;reer seat pravided only for & vrASt+FJ2 verification s< of wind food construction details. VERTICAL TP.cCK - 2' teo,ninal MUM JAV..B 5/1 x t 5/la Log Boa G 2" Q.O. 13 Go Gat✓onizod Stool tested. 2" Diameter Nominal Eleven p�(jipT(pf� ' x 711 x 7/to' I.D. trot Wosher The its Hood jamb Eatt Ivvlon w/Hardened NOTE: Jama bracket be ;n 3' Nam;rgl 13 Go i•, also fasteners may be ecunter sunk DETAIL H 2000 A must direct contact w;ih the 2.6 (No oppreved m an a:lemae. to provide, a flat mounting Shaft or Ten Boll Steel 1. B 6 DESIGN P9ESS= 437�,V4L7PSF l dry"oII etioned). avtoee. Sae jamb attachment w/Hardened Shaft with Q NOTE: The flat aasheY Is no: roauirad details an sheet 3 for orochlng Minimum Workable Shaft 814FIEIIIIL W42oa0.W4F37� 9fiEC 3IIP 7 W �C Tor a le msunL Icm:^. to the structure. 9 Length Shown. >a 0==* AA4n4 6i: MV5 we"ft"w" �MSDEL(S}: SeeSireU3 1 2 3 4 5 6 7 8 i FASTER F PASFENHEADTO CONTWUEER MODEL NUMBERS ' MODEL NUMBERS AVAILABLE { PAN C2011 SERIFS PAN C2015 SERIES: PAN C2411 SERIES E PAN C2415 SERIES i PAN C2511 SERIES OPE PAN C2410 & R2410 SERIES { HEI PAN C2460 & R2460 SERIES PAN C2461 & M461 SERIES PAN C2471 & R2471 SERIES PAN C2472 & M472 SERIES PAN C2480 & R2480 SERIES P I PAN C2481 & R2481 SERIES f PAN C2482 & R2482 SERIES FRSTFASrENER PAN R2560 SERIES ABOVETHE c PAN R2561 SERIES { WIDTH PAN M571 SERIES PAN R2572 SERIES PAN R2580 SERIES I PAN R2W1 SERIES { PAN R2582 SERIES i c 4 SECTUM 6 SECTK)XS 6 SECT1oN5 � SECiloNs No. 51737 HIGH HIGH HIGH HIGH ; �# STRUT B NOTE 2xsllwjnmdtof %wff mum to So&Oam Plw Qvda 2orbMw.CONFIGURATION John E Scotes. P.E. IMPACTRESISTANT Cart ton, Te Drive Larrollicn, Teras 750.77 Florida P.E. # 5t737 FL #16660.18 Professionol Engineer sea, Provided only for verilieotion of wind load caristr cGon detaft. DESCI3OMR: I6Y PAN 2000SMIESWRO UMD Al, .5, .1 ` s5ldCc SSURE AR 1�SGN PftEmme H7.rl�L71SF � !au mlim. WL20MM 4)7••C+ SN 7 6 7 UV C I a` Dili Off! i/14114 lRFtYar tvlys oftxw2Y MODELISI: SeeSbed3 j o F. r fir' 0 a 1a �I GHT 2X6GRADE20RBERERSOUTHERN �— o a SEE CHART FORWOOD.IAMBATTACHMENT TO BUILDING STRUI:TURE. MAXIMUM ON CENTER SPAC WOOD JAAAB ATTACHMENT Bad Fa�ererTYAa YYdnem YhnrtA Yatlmw Meu)tb MIrt250QP5tto Tapemt�(plyJ^a)•S.OP Za' SSt 4000 P51 CanCetO 114' w! 1. OD uasfia SotBhem P(ro .. 3f8'L.eg vd 1 1/8' OD sva�,a 1.50' 1,50' 1.50'- 26' fi2(1 Sp,uCePine Fv ' �'�� 1 7/8' OD warmer 1.fi17' 1J3D' 1.50' 24' 462 3121 Fairgate Dr. Carrollton TX 75007 John.E. Scates, Professional Engineer office (972) 492-9500 I fax (972) 492-0077 August 22, 2016 Haas Door MarkSchweitzer 320 Sycamore:St: Wauseon, OH 43567 Re: Evaluation for, Florida' ,FL-16660 To Whom It May Concern: At the request of Haas Door, I have reviewed the drawings and tests listed below. These tests were conducted at Haas Door Company Test Lab according to ANSI/DASMA 108 and. ANSI/DASMA 11S test .proced'ures. The pressures listed on the drawings are direct results of these :tests or conservative engineering rational, analysis from the actual tests :except"that no extrapolation .of impact pressures were used. I have: concluded that the construction shown on, these drawings comply with the structural requirements of the 5th edition. (2014) of the Florida Building Code. I certify'that [:meet the requirements of "independence" as detailed �ln Florida-SnWtes. Drawings. . These.productswere tested to-'DASMA 108°(static): 'WL-0600-0110-08-21-241. RevD HT 600 Series 9'_2" wide, +21.3/-24.1.PSF WL-06004110-08-25-281. ROVE HT 600 Series 9'4' wide, +24.8/-28.0 PSF WL-0600-0122-08-21-241-1 Rev WL-0.600-0194-08-22-24 . RevA WL-0600-0194-08-22-241. RevA WL-0600-0194-08-22-241_1 Rev- WL-060070194-08-24=27L ReVE WL=0600-0218-08.-20-23L RevD WL-0600-0218-08.20-231_1 Rev- WL-0600-0218-08-24-27L RevF WL-2000-0110-08-21-24L RevD WL-2000-010-25-28L. ReVE, WL-2000-0110=35-39 RevD WL-2000-0122-08-21-24 Rev- WL-2000-0122-08-21=24L Rev- WL-2000-0194-08-18-20 RevA WL- 2060-0194-08-18-20L RevA HT 600 Series 10'-2"'wide, +213/-24.1'15SF HT 600 Series 16'-2" wide, +21.8/-24.3. PSF HT 600 Series 16'-2" wide, +2.1.8/-24:3 PSF HT 600 Series 16'-2" wide, +21:8/-24.3' PSF HT 600 Series 16'-2" wide, +23.9/-26.7 PSF' HT'600 Series'IW4' wide; +20 4/-22.7 PSF HT 600 Series 18'-2" wide, +20.4/-22.7 PSF HT 600 Series 18'-2" wide; +23.9/-26.7 PSF PAN 2000 Series 9'-2" wide,+21.3/ 24.1 PSF PAN:2000 Series 9'-2" wide,'+24 8/-28.0 PSF PAN.2000.Series 9'-2"wide, +35V_,39.0PSF _ PAN 2000Series10'-2"wide,,+2'4.3/-24.1PSF PAN 2000 Series 16'-2" wide, +24.3/-24.1:PSF PAN 2000'Series 16'-2"wide, +18.'3/-20.4 PSF PAN 2000 Series16'-2"wide, +18.3/-20A PSF WL-2000.0194-18-20L RevA WL-2000-0194-08-20-23L RevD WL-2000-0194-24-27L RevE WL-20001-0194-08-24-27L Rev- WL-2000-0218-08-20-23L RevD WL-2000-0218-24.27L RevF WL-C300-0122-08-21-24 Rev- WL-C300-0194-08-22-24' Rev- WL-C300-0218-08-20-23 Rev - Evaluation for Florida FL-16660 PAN 2000 Series 16'-2" wide, +18.3/-20.4 PSF PAN 2000 Series.16'-2" wide, +20.4/-22.7 PSF PAN 2000 Series 16'-2" wide, +23.9/726.7 PSF PAN 2000 Series 16'-2" wide, +23.9/-26.7 PSF PAN 2000 Series 18'-2" wide, +20.4/-22.7 PSF PAN 2000 Series 18'-2" wide, +23.9/-26.7 PSF 300CA Series 10'-2" wide, +21.3/-24.1PSF 300CA Series 16'-2" wide, +21.8/-24.3 PSF 300CA Series 18'-2 wide, +20.4/-22.7 PSF These products were tested to DASMA 108 (static) and DASMA 115 (impact): WL-0600-0110-08-41-46 RevC HT 600 Series 9'-2" wide, +41.1/-46.4 PSF WL-0600-0110-08-41-46L RevE HT 600 Series 9'-2"wide, +41.1/-46.4 PSF WL-0600-0122-08-48-52 Rev- HT 600 Series 10'-2" wide, +48.0/-52.0 PSF WL-0600-0194-08-31-35 RevC HT 600 Series 16'-2" wide, +31.3/-34.9 PSF WL 0600-0194-08-31-35L RevE HT 600 Series 16'-2" wide, +31.3/-34.9 PSF WL-0600-0194-08-37-42 RevC HT 600 Series 16'-2" wide, +37.4/-41.7 PSF WL-0600-0218-08-30.34 RevD HT 600 Series 18'-2" wide, +30.0/-33.9 PSF WL-0600.0218-08-30-34L RevA HT 600 Series 18'-2" wide, +30.0/-33.9 PSF WL-2000-0110-08-35-39 RevC WL-2000-0110-41-46 RevC WL-2000-0194-08-31-35 RevC WL-2000-0194-31-35 RevD WL-2000-0194-37-42 RevC WL-2000-0194-08-37-41 Rev- W L-2000-0218-08-30-33. RevC WL-5000-0110-08-40-45 RevE WL-5000-0110-08-40-45L RevD WL-5000-0122-08-48-52 Rev- W L-5000-0194-08-31-35 RevE WL-5000-0194-08-31-35L RevD W L-5000-0218-08-30-34 RevD WL-500M218-08-30-34L RevA PAN 2000 Series 9'-2" wide, +35.0/-39.0 PSF PAN 2000 Series 9'-2" wide, +41.1/-46.4 PSF PAN 2000 Series 16'-2" wide, +31.3/-34.9 PSF PAN 2000'Series 16'-2" wide, +31.3/-34.9 PSF PAN 2000 Series 16'-2" wide, +37.4/-41.7 PSF PAN 2000 Series 16'-2" wide, +37.4/41.7 PSF PAN 2000 Series 18'-2" wide, +30.0/-33.1 PSF HT 5000 Series 9'-2" wide, +40.0/-45.0 PSF HT 5000 Series 9'-2" wide, +40.0/-45.0 PSF HT5000 Series 10'-2" wide, +48.0/-52.0 PSF HT 5000 Series 16'-2" wide, +3'1.3/-34.9 PSF HT 5000 Series 16'-2" wide, +31.3/-34.9 PSF HT 5000 Series 18'-2" wide, +30.0/-33.9 PSF HT 5000 Series 18'-2" wide, +30.0/-33.9 PSF Note: The drawing titles above are simply descriptive, and do not represent any limitation on the sizes and pressures. Each drawing contains a table with the full sizes vs. psf ratings. Evaluation for Florida FL-16660 Test Reports Tests were conducted at Haas. Door Company Test Lab in Wauseon, OH. This facility was independently accredited "per ISO/IEC.17025:2U05 by Laboratory Accreditation Bureau (Certificate L2378) to perform these test procedures atthe time of testing. 'I personally witnessed the testing. Static pressure testing was conducted in accordance with ANSI/DASMA.108-2005.(and-2012). Large Missile impact and cycling tests were conducted in accordance with ANSI/DASMA 115-05 (and -2012). Drawing W L-0600-0110-08-21-24L W L-0600-0110-08-25-28 L W L-0600-0110-08-41-4.6 W L-0600-0110-08-41-46 L W L-0600-0122-08-21-24.L1 W L-0600-0122=08-48=52 W L-0600-0194"-08-22-24 W L-0600=0194-08-22-24 L HAAS Report # Test 052714006 (DASMA 108) Test 070615014 (DASMA 108) Test 670.615015.(DASMA 108) Test 020314001(DASMA 108.) Test. 033114001(DASMA 108)' Test 033114003 ,(DASMA 108) Test 06131601.5 (DASMA.108) Test061316009 (DASMA-108) Test 070615019 (DASMA 108). Test 070615011(DASMA.108) Test 070615013'(DASMA 109) WL-0600-0194-08-22-241-1 Test 061316007 (DASMA 108) WL-0600-0194-08-24-27L Test 020314008'(DASMA 108) WL-0600-0194-08-31=35 Test 033114009 (DASMA 108) WL-0600-0194-08-31-351. Test 033114011(DASMA 108) WL-0600-0194-08-97-42 Test 052714014 (DASMA 108) WL-0600-0218-08-20-231, Test 070615002 (DASMA.108)' Test 070615003.(DASMA.108) WL-0600-0218-08-20-23 L1 W L-0600-0218-08-24-27 L W L-0600-0218-08-30-34 W L--0600-0218-08-30-34 L W L-2000-0110-68-21-24L W L-2000-0110.08-35-39 WL 2000-0110-25=28L WL-2000' 110-35-39 Test 061316001(DASMA 108) Test 020314009,(DASMA 108) Test 020314011,(DASMA 108) Test 020314011(DASIVIA 108) Test 070615004 (DASMA 108) Test 070615006 (DASMA 109) Test 052714003 (DASMA 108) Test 070615016'(DASMA 108) Test 020314004 (DASMA 108) Test 020314003 (DASMA 108) 3 033114002 (DASMA 115) 033114004 (DASMA 115) 061316010 (DASMA 115) ,033114010 (DASMA 115) 033114012 (DASMA 115) 052714015 (DASMA 115) 020314018 (DASMA 115) '020314018 (DASMA 115) ,040615005 (DASMA.115) 040615007 (DASMA 115) 070615017 (DASMA 115) WL-2000=0110-41=46 Test 033/14005 (DASMA 108) WL2000-.0122-08-21-24 Test 0.61316019'(DASMA108) WL-2000-0122=08-21-241. Test 061316020-(DASMA,108) WL-2000-019448-20L Test.070615008.(DASMA 108): WL-2000-0194-24-271. Test 020314005' (DASMA 108) WL2000-0194=31=35 Test 0203140.06 (DASMA 108).' WL-2000=0194-37-42 Test 633114007, (DASMA 108) WL:2000-0194-08-18-20 Test 070615010 (DASMA 108) 1WL-4000-0194-08-18=201.. Test 070615009 (DASMA 108) W1,-2000-0194-08 20-23L Test 052714011(DASMA 108) WL-2000-0194-08-24=27L Test 061316006.(DASMA 108), WL-2000-0194-08-31-35 Test 052714009 (DASMA 108) WL-2000-0194=08-37-41 Test 061316004 (DASMA 108) WL 2000-0218-08=20-23L Test 070615001,(DASMA 108) WL 2000-0218-08-30-33 Test.052714016 (DASMA 108) WC-2000-0218-24-27L Test'020314012 (DASMA 108) WL 5000=0110-08-40-45 'Test 020314002 (DASMA 108) WL5000-0110-08-40-45L . Test 052714004 (DASMA 108) WL-5000-0122.08-48-52 Test,061316011(DASMA108), WL-5000=0194=08=31-35 Test 020314007 (DASMA 108) WL-5000-0194-08-31-351­ _ Test 052714012 (DASMA 108). WL-5000=0218=08-36-34 Test 020314010 (DASMA 108) WL-5000-0218-08-30-34L Test 076615004 (DASMA 108) Test070615006 (DASMA 108) .WL- C300-0122.08-21-24 `Test 061316016.(DASMA;108) WLC300-0194-08-22=24 Test.061316008 (DASMA-108) WL-000-621&08-20-23 Test''061316003 (DASMA '108) Installation, Ancho'rage'Requirements: Evaluation for Florida FL-16660 033114006 (DASMA 115) '020314015 (DASMA 115) 033114008 (DASMA 115) 052714401013 (DASMA 115) 061316005 (DASMA 115) 052714017 (DASMA 115) 02031401.3 (DASMA 115) :052714005 (DASMA 115) 061316012, (DASMA 115) 020914016 (DASMA 115) 052714013 .(DASMA-115) 020314017 (DASMA 115) 040615005 (DASMA 115) '040615007 (DASMA 115) The door drawings includ6,means to tattach the doors to the buildingatructure as detailed ,on Sheefi3 of each drawing using>an added 296`to theface ofthe:.garage wall. The direct' °mounting of,.door track on'top 'of drywall or 'other non structural material is outside of the scope,$this wind, load eyaluatlon.. This: Evaluation. Report does not address design of the wall/jambs themselves. These -attachment drawings only illustrate common means .to;attach the jambs to the wall. Walls and Janibs should be designed .(by -others) to withstand'the`loads-imposed by door onto the building. ►n Evaluation for Florida FL46660 Model'Description :In. each family of -doors, the.weakest or thinnest skin product was tested to prove the entire family line. Thus, all of these door model variations are approved for 'each family of the drawings: The HT 600. HT'700. HT 900. H_T_2000. H_T_800 familv_ar_e steel oolvurethane sandwich doors These_ variations are included in this approval: 1-3/8" overall thickness: 610, '612, 614,.616, 632, 633, 660 (tested), 661, 6631 664, 670,'671, 612, 673, 674, 680 (tested), 681, 6921 690. 9xx American Tradition Series (exterior overlays) (tested) 1-3/4" overall thickness: 710, 712, 714, 716, 732, 733, 760, 761, 763, 764, 770, 771, 772, 773, 774, 780, 781, 782, 790. 9xx American Tradition Series (exterior overlays) 2" overall thickness: 2010, 2012, 2014, 2016, 2032, 203% 2060, 2061, 2063, 2064, 2070, 2071, 2072, 2073, 2074, 2080, 2081, 2082, 2090 3" overall'thickness: 810, 812, 814, 816 (tested), 832, 833, 860, 861, 863, 864, 870, 871, 872, 873, 874, 880 881, !882, 890 The HT5000family are aluminum faced poivurethane.sandwich doors The various, model numbers listed on the drawings are included'in this approval: 1-3/8 overall thickness: '5610, 5612, 5614,'5616, 5660:(tested), 5670, 5680 (tested) 1-3/4" overall thickness: 5710, 5712,.5714, 5716, 5760, 5770, 5780 (tested) 2" overall thickness: 5210, 5212, 5214, 5216,5260, 5270, 5280 3" overall thickness: 5810, 5812, 5814, 5816, 5860, 5810, 5880 The PAN 2000 family of doors are Pan doors These: variations are_included`inthis_approval: 25.gage: C2511j R2560 (tested), 112561, 112570, R2571, 112572, R2580, R2581, R2582 24 gage: C2410, R2410, "C2411, C2415,°C2460, R2460, C2461, R2461, C2470, R2470, C2471, R2471; C2472, R2472; C2480, R2480, C2481,.R2481, C2482, R2482 20'gage: C2011,'C2015 The 300 family of doors are Aluminum "Full View" doors These variations are included in this approval: 1-3/4"overall Thickness: CA 320; RA360 5 Evaluation for Florida FL-16660 Limitations The drawings 'cited 'above are an explicit part of this evaluation report. The text of this reportdoes'not attempt to address all design details, but relies upon the illustrations and text of these drawings and instructions as well. Each door should be chosen 'based on the "psf" requirement determined for a specific installation or locale. The maximum door width approved with this report is listed on each drawing. The:maxitrum door height approved with this report is 16' nominal. The .horizontal track may be reinforced with an angle as needed to support the door weight. The construction :of the horizontal track, :including the track: thickness, is determined'by'Haas Door and :does not affect this windioad evaluation. The rated pressures may not be achieved unless the door is held closed during the wind event. Both tracks must be engaged with a lock (eight and left side), or alternately an electric operator attached to the. door prior to the wind.event.. Some of these, doors have been tested. to Large Missile Impact requirements per ANSI/DASMA 115. However; they have not been fully evaluated for use in .the Florida High Velocity Hurricane Zone (HVHZ). Digitally signed by' John E. Scates, P.E. Date: 2016.08.22.61 1 i08 =05'00' John E. Scates, P.E. FL PE #51737 6 ``���%11111111NZ ON%,, c'eNBF e ' � 'No.51737 `1 �Ar b STATE OF A-;