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I 1:110,1 't Ir fgi Product Approval AL t USER:Public User u- L* a�-W�;Agp;nv •irr >I�ro u�_r�•ipiio�nn�_,,^cL>anJ,�i riunr�tr >Application Detail R CE VE FL# FL16660-R7' MAR 2 6 2018 Application Type Revision Code Version Application Status A0ppr Permitting Department ,, oved St. Lucie County Comments Archived Product Manufacturer Haas Door Company Address/Phone/Email 320 Sycamore St. Wauseon,OH 43567 (419)337-9900 Ext 243 mschweitzer@haasdoor.com Authorized Signature Mark Schweitzer mschweitzer@haasdoor.com Techriical Representative ct' Address/Phone/Email LLE.e Quality Assurance Representative mks Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed -I Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed John E.Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Kurt Dietrich PE Validation Checklist-Hardcopy Received 11 Certificate of Independence FL15660 P.7SOI Cert (If Ind:Sc:_ifes201 7 s,vdf Referenced Standard and Yearof Standard)) Standard Lear ANSI/DASMA 108 2012 ANSI/DASMA 115 2012 - Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D I I . . FUS,j060?.7 Bol8jalg_r25,,,sz1f Created by Independent Third Party:Yes i • . • 16660.13 13.HT 600,700,2000,800,&900 Series HT Series sectional Steel sandwich type garage door 9'2"wide Limits of Use Installation Instructions Approved for use in HVHZ:No F.L.160 RZ JLiLiiQcL instO 5unplgpient.sc_Ft.,,,,. .igg Approved for use outside HVHZ:Yes D 1 fiLifig 13/....3.LISJ-.-0.5D0-Q1 I 0-C28 ,DA,Pcir. Impact Resistant:Yes Verified By:John E.Scates 51737 Design Pressure:+41.1/-46.4 Created by Independent Third Party:Yes Other: Evaluation Reports . FL i 156.50 07 00 fiv;.IRQDT r7s.psfl Created by Independent Third Party:-Yes . . 16660,14 . 14.HT 600,700,2000,800,&900 Series HT Series sectional Steel.sandwich type garage.door 9'2 wide Limits of Use Installation Instructions Approved for use in HVHZ:No Eja62..5.,a1_2.-F,_1.1 Wit:into:id_Install p7 " JJ _LE foil( Approved for use outside HVHZ:Yes EU 6(5g_R 7._tJ WI--LIAQ_CL:91 IQZ1,12:3,1-4 6ri.' 5.%If Impact Resistant:Yes Verified By:John E.Scates 51737 Design Pressure:+41.1/-46.4 Created by Independent Third Party:Yes Other:Glazing is an available option for the 600,700,2000&800 Series product only. Evaluation Reports It does meet the impact resistant requirement for windborne debris regions.Glazing is F1125.50,R7.,LELEvale,ta,„r15.4,gif not an available option for the 900 Series product. Created by Independent Third Party:Yes 16660.15 15.HT 600,700,2000,.800,&900 Series HT Series sectional Steel sandwich type garage door 16'2"wide Limits of Use Installation Instructions Approved for use in HVHZ:No FL15550 07 II. Windfoad Iiistail SulrAora)om rC", FL ssia Approved for use outside HVHZ:Yes 00166 60_R 7 II Wi..-06 c,),p-1)I 9f1-(15-3 i-35 Irt; „cyjf, Impact Resistant:Yes verified By:John E.Scates 51737 Design Pressure: +31.3/-34.9 Created by Independent Third Party:Yes Other: Evaluation Reports f'Ll„6660 R7_2,,t ',_,IlvoikQpr. t-z_a,ntlf Created by independent Third Party:Yes • 16060.16 16.HT 600,700,2000,800,&900 Series HT Series sectional Steel sandwich type garage door 162"wide Limits of Use Installation Instructions Approved for use in HVHZ:No FL 16660 R7 If Win.ci!..oa0 to.s011 .5,0.11tRingEtr Cc. a__5_,._p_clf Approved for use outside HVHZ:Yes Ft I. g„RZ,_ILNL:004:11.1.194.,:g13,,21:35L-rF s.mtf„ Impact Resistant:Yes Verified By:John E.Scates 51737 Design Pressure:+31.3/-34.9 Created by Independent Third Party:Yes Other:Glazing is an available option for the 600,700,2000&804 Series product only. Evaluation.Reports It does meet the impact resistant requirement for windborne.debris regions.Glazing is TL166.3R 7 ik,„ILL:willRr,r)t c2dx0if_ not an available option for the 900 Series product. Created by independent Third Party:Yes - . 16660.17 ) 17.PAN C2011,C2015,C2410,R2410,C2411, PAN Series sectional pan type garage do 9'2"wide C2415,C2460,R2460,C2461,R2461,C2471, .. R2471,C2472,R2472,C2480,R2480,C2481, R2481,C2482,82482,C2511,R2560,R2561; R2571,R2572,R2580,R2581,R2582 Limits of Use Installation Instructions Approved for use in HVHZ:No Ft1W1,..E7 ILINind Load .I.a5.1AL-Slins4Piaignz- r(-1.1.1,,J,L1).1if . Approved for use outside HVHZ:Yes FL.10.60 11 wl...-20002011,3-4j-46-') 5,aLi( Impact Resistant:Y- Verified By:John E.Scates 51737 Design Pressure Created by Independent Third_Party:Yes Other: Evaluation Reports F., 6ELL_,L61-) R7 ALL vdiP.r,dr r7s.odi . . ...._ __. ___ ., . _ _ Created by Independent Third Party:Yes • j I 1 - --- - -- ---- --- - - 1-- --- -- • 1 I 2 I 3 I 4 i 5 I 6 I 7 I 8 Door Width 9'-2"Shown NOTE: Track configuration above the door opening does not affect F See chart below for other the wind load rating of the door. F ----Pdoor widths -__A,.-- Top Bracket DETAIL A(sheet 2 of 3) Flag Bracket -moi Detail H(sheet 2 of 3) 1 ;Li i E e vi, I p 1" E 0e r t/ • . i w,` . Lock Door Height I Detail Lock neer 2 0 ars 7'-0"Shown i , Manual door(locks are Jamb Bracket �' required unless on automatic See chart — below for other a ;ei r ]r r ;,� operator i6 installed. I1� Detail F(sheet 2 of 3) door heights 1 ogal � 662"+/-3" 'Ilii D •• $2^ / 3 D if r rAr :l� Ell VII I `{` t r VII Bottom Brackets End Hinge Strut&Strut Attachment Intermediate Hinge 4"+/-3"J Detail C(sheet 2 of 3) Detail B(sheet 2 of 3) Detail E(sheet 2 of 3) Detail D(sheet 2 of 3) 102 +/-3r C Jamb bracket quantities shown ore for use with grade 2 or better southern \ '6 .Q This product has been evaluated per ANSI/DASMA 108-05 (and -12) for static air pressure. pine jambs. \ . 6 IJ . This product has been evaluated per ANSI/DASMA 115-05 (and -12) for large missile impact and cyclic Supporting structural elements ore to be designed by o registered professional ,�� j _ wind pressure. engineer for specific wind loads. , No.51737 Model Number Door Total#of Jamb Brk[s NOTICE: = . 1* PAN C2460&R2460 SERIES Height Sections * Total#of Struts These drawings are o per Side 9 *1 r PAN C2410&R2410 SERIES PAN 024618 R2461 SERIES 6'-0" 4 4 3 supplement to the installation S.1)��, STATE OF j instructions for o standard door PAN C2480&R2480 SERIES PAN C2471&R2471 SERIES 6'-3" 4 4 3 and only covers those %.Q A a f• ? PAN C2481&R2481 SERIES PAN C2472&R2472SERIES PAN C2011 SERIES 6'-6" 4 4 4 proceduresrd that or nvt ry frantion. If /��ls'COR�O.�6\\`\ :.... B PAN c2482&R2482 SERIES•PAN 82560 SERIES PAN C2015 SERIES 6'-9" 4 4 4 these specific procedures ore �/ SiaNA1-�\ B PAN R2580 SERIES PAN R2561 SERIES PAN C2411 SERIES 7'-0" 4 4 4 not followed, the door may not //4NIIIII't"\ PAN R2581 SERIES PAN R2571 SERIES PAN C2415 SERIES 7'-6" 5 5 5 perform as designed. PAN R2582 SERIES PAN R2572 SERIES PAN C2511 SERIES 7'-9" 5 5 5 2560 King Scales-9" Blvd. Ste 124-54 Door Widths Design Pressures Center Center Center Impact 8L0" 5 5 5 Lewisville, Texas 75056 End Stile — Up To +psf -psi Stiles Hinges Stiles Hinges ' Stiles Hinges Resistant IMPACT RESISTANT Florida P.E. /f 51737 8'-2" 46.1 -52.0 Double 3 1 3 1 3 1 NO 9Maximum section height is 21 in. — '-2" 41.1 -46.4Maximum door height is 16 ft. Double 3 1 3 1 3 1 YES Professional Engineer seal provided only for 10'-2" 33.4 -37.7 Double 4 2 3 1 5 2 NO All doors, even those above the tested height, FL#16660.17 verification of wind load construction details. ore available with jamb brackets or commercial 1T-2" 23.3 -26.3 Double 5 2 5 2 5 2 NO full angle. The maximum spacing of the jamb �y OESCBIPTION: 8'-2" 41.1 -46.4 Double 3 1 3 1 3 1 YES brackets/track clips should be maintained. Cy} ,= 9'2'PAN 2060 SERIES WIND LOAD SECTIONAL DOOR This product is designed and sold by PSF. The Al-IJ or Engineer of Record is for determining i,,,j4 a,,4 DESIGN PRESSURE_•41.11-06.4 PSP A the PSF required for any given site. f "�k:;,'+:+" 1 ORAWINO Na:Wr.2000-01t0-41-06 I SHEET:I OF 3 I REV. D Digitally signed by,John E.Scares P.E. Fa tram. DATE DAN:4/11114 1 GRAM BY: MVS Date:2017.09.29915:53:47-05'00' g ;"T MODEL(S): See Sheet 3 1 I 2 I 3 --I - - 4 } -- - =5 — - I -- -- '= 6' -- 1° I 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 END STILES PUSH NUT 311 END HINGE 2 14 Ca Galvanized Steel TEK SCREW 16 Ga Galvanized Steel 7/16" 4 1/4" X 3/4" Hex Washer Head See DETAIL K for push nut I'� TEK SCREW III Self Drilling (3 per Bottom & 2 per F PUSH NUT �� placement. I'� 1/4" X 3/4" Hex Washer Head Ad1�—� '. ,Adjustable Inner Bottom Brackets) F 7/16" Self Drilling (6 per Hinge) • BOTTOM BRACKET See DETAIL K for push nut 1� TEK SCREW f '�l r♦ 13 Ga Galvanized Steel Orli* placement. I t/4" X 3/4" Hex Washer Heod �� I1�11 NOTE: This screw shouldtiM ADJUSTABLE TOP FIXTURE II t �ISelf Drilling (2 per Bracket) IcII, ho toanted belhw the prepunge, ADJUSTABLE INNER hale and qo through the hinge, BOTTOM BRACKET 12 Ga end stile and skin edge. u ;_- LOW HEADROOM TOP ,I I` PUSH NUT 7/16" — _r'• TEK SCREW BRACKET PUSH NUT 1.'�� See DETAIL K for push -�.1� 1/4" X.3/4" Hex Washer Head 7/16" IIIIIIIP. nut placement. Self Drilling (4 per Bracket) See DETAIL K for push nut BOTTOM SEAL DETAIL A LOW HEADROOM DETAIL B placement. DETAIL C E TEK SCREW TOP BRACKET E 4 1/4" X 3/4" Hex Washer 24" N. 2 1/4" x 2 3/4" E STRUT • �� Head Self Drilling (3 per INTERMEDIATE STILE 18 Go 70 KSI Minimum SLIDE LOCK or Bottom Bracket & 2 per '. 16 Ga Galvanized Galvanized Steel Fill Low Headroom 7o Bracket Steel ' JAMB BRACKET �I'j► LOCK BARS O 3 12 Ga Galvanized ,•,•, (not required BOTTOM BRACKET ) INTERMEDIATE HINGE, �, I 2[�r :Nis Steel 105110 �.11 ata with operator) _ 11 pA 13 Ga Galvanized Steel l '_ _ 18 or 14 Ga _____41111. 11k �I V � !I�j'j' Galvanized Steel •, 1 LOW HEADROOM TOP it I� �� __ BRACKET �� lir , ' 1r. ' I� /' � PUSHNUT7/16" TEK SCREW ®_ 24 ' ' BOLT & NUT ' 'D See DETAIL K for push1/4" X 3/4" Hex TEK SCREW 1/4-20 X 5/8" '� TEK SCREW D nut placement Washer Head Self 1/4" X 3/4" Hex Carriage Bolt & �.'II 1/4" x 3 4" Hex ALTERNATE BOTTOM SEAL Drilling (4 per Washer Head Self 1/4-20 Hex Washer Drilling (4 rator)de DETAIL D Hinge) DETAIL E Drilling (1 per End DETAIL F Nut (1 per Jamb DETAIL G Lock) per TO DETAIL C • & Intermediate Stiles) Bracket) WITH AND THOUT _ NOTE: Details on some views omitted for clarity. J" ` m II oir • 00 oo00011 Double end stiles and end hardware may be p0 th required on wider or heavier doors. a a C L0 0 0°0 a FLAG BRACKET o 0 0 o a 'uI11,5 o O o D �C7� III1� 00 1- ��ItuiuU� o Maximum BOLT \\\�a tr scq ��j� T I 5/16 X 1 5/8" Lag Bolt \\ •••-�- T�. RESIDENTIAL.& LIGHT COMMERCIAL COMMERCIAL 1/2r (4 per Flog Bracket). ` •��.'� GBWaF-\� � COMMERCIAL For Standard, High For Standard, High DETAIL K No.51737 ,• _ For Low Headroom & Vertical Lift & Vertical Lifte There should be a space of BOLT & NUT ;r 1* With 2" Track and With 2" Track and With 3" Track and maximum 1/2" between the • 1/4-20 X 5/8" Track Bolt �•; * i♦Y Single End Stiles Single End Stiles Single End Stiles roller hub and the outside 1 -"�/// & 1/4-20 Hex Washer Nut �. % STATE OF / ALTERNATE BOTTOM BRACKETS edge of the roller holder n.E (2 for Horizontal & 2 for ,P . ; NOTE: The bottom bracket tested (shown in DETAIL which is set by the push l'''''' e• ` Vertical Track) �/�� •R Op; \& , B F)is the lightest bracket available. nut. -I_ //lCs COR,• O\\ �/set ��\ B Min. DOOR SKIN o in' DETAIL H Jahn'E 8�a'esIP,E`\ of I" Minimal 25 Ca Galvanized Painted Steel 1 1" ., %� i/ r/ 2560 KingArthur Blvd. Ste 124-54 / j/4 %%/jj% I I I- Lewisville. Texas 75056 L---7^—J I IMPACT RESISTANT Florida P.E. /) 51737 �f lit;, rl'l�1 Li - ROLLER 32I - Professional FL#16660.17 Professional Engineer seal provided only for BOLT&WASHER'1 2" Diameter Nominal Eleven ROLLER verification of wind load construction details. 5/16"% I 5/8"Log Bolt&2'O.D. VERTICAL TRACK -2"Nominal WOOD JAMB F,14=- DESCRIPTION: 13 Co_Galvanized Steel tested. The vertical wood Ball Nylon w/Hardened 2" Diameter Nominal f.M� x 7/16-1.0. Flat Washer jamb "r f I-" 9'2"PAN crl SER1GSaox LOAD NOTE: Jamb bracket most be in 3 Nontdal 13 Go is also fasteners may be counter sunk Shaft or Ten Boll Steel Eleven Boll Nylon or r SECTIONAL DOOR A direct contact with the 2x6 (No approved as an alternate. to provide a flat mounting w/Hardened Shaft with a Ten Boll Steel with 2 h'� DESIGN PRESSURE MI.1/-06.4PSF A surface. Seejamb attachment drywall allowed). on Minimum Workable Shaft a Minimum Workable ,-`*` 1r>!t' NOTE:The floc washer is not required details sheet 3 for attaching - DRAWWD R0.:WL•2000-0110.41-tE�3NEET:20F31REV. D for angle mount. jambs to the structure. Length Shown. Shaft Length Shown. zu Mane. DATE OR 4/11/14 IURAWN DT: MVS ebb aser o ewewl MODEL(S): Sec Sheet 3 1 I 2 I 3 I 4 t 5 I 6 I 7 I 8 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 FASTENER TO CONTINUE F PAST HEADER F l — 1.1111.1)( 1 1 — E MODEL NUMBERS E MODEL NUMBERS AVAILABLE OPENING HEIGHT --J`— 2 X 6 GRADE 2 OR BETTER SOUTHERN -ti-" — PAN C2011 SERIES a PINE JAMBS. SEE CHART FOR WOOD JAMB ATTACHMENT — PAN C2015 SERIES TO BUILDING STRUCTURE. PAN C2411 SERIES I , PAN C2415 SERIES MAXIMUM ON D PAN C2511 SERIES CENTER SPACING D PAN C2410&R2410 SERIES i o a PAN C2460&R2460 SERIES FIRST FASTENER 4"to 10"_ PAN C2461 &R2461 SERIES ABOVE THE FLOOR I OPENING — PAN C2471&R2471 SERIES WIDTH PAN C2472&R2472 SERIES PAN C2480&R2480 SERIES WOOD JAMB ATTACHMENT PAN C2481&R2481 SERIESMinimum Minimum Maximum/inwoba C PAN C2482&R2482 SERIES Structure Fastener Typo Embedment ok 0=7Opau 7 TLeead� C (( �\\\11111111 j/ PAN R2560 SERIES 41A Cal tl48wli'arwasttler 2° 2.50• 5.00° 24° 551 \� 6,,:- P°0061 , SQ�', PAN R2561 SERIES 3fe^Lag w ��\ O •"06111111:... � Southern Pine 1.50° 1.50' 1.50" 24° 620 \ • �' � / PAN R2571 SERIES 1 t!8'OD washer ` • i — PAN R2572 SERIES Spruce Plne Fir 3f8"Lae wf 1.so^ 1.so^ 1.so' 24 482 '• No.51737 `;*= — 1 t/8 OD washer -.. . * PAN R2580 SERIES =*l `�� NOTE:2X6 mounted to the wall must be Southern Plne Grade 2 or better. �,�,, gTATE OF PAN R2581 SERIES PAN R2582 SERIES �°A •FLORMV\2�� s IN/lNII111\\ John E Scales, P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 IMPACT RESISTANT Florida P.E. N 51737 FL#16660.17 Professional Engineer seal provided only for verification of wind load construction details. ;,v/,�. DESCRIPTION: —— -- A -m. 9'2"PAN 2000 SERIESWINDLOAD SECTIONAL DOOR 4 t to DESIGN PRESSURE+41.1/-06.4 PSF A E'6�� d 't"4.41"D8AWtoaNat W1,2000-0110-01-161 SHEET:3 OF 3[REV. U as rrr®un DATE ORM 4111/14 1 DRAWN BO MVS a Coneito,es iblo t r? MODELISJ: Sea Sheet 3 1 I 2 I 3 - ----I -- - -4 -- -- --t =_=5=' _ 6--_ I-- - - 7-- -- -_ I--- - ---8