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dbpra Product Approval
(j� hl USER:Public User
APt rev^?1+ 1r1,tWVV0-1—.iL&>EDI..c3t?S-"l-i.'�3>Application Detail
' FL FL16660-R7
Application Type Revision --- - --
Code Version <2017 RECEIVED
Application Status Approved
SEP 14 2018
Comments
I
Archived Lucie County, Permitting
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
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
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 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
>11 Validation Checklist-Hardcopy Received
Certificate of Independence PLJO6, n7_CfOL etc of lnsiLSca n,0ft) 7 S:p�df
0- Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2012
ANSI/DASMA 115 2012
Equivalence of Product Standards
Uj
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
i
1 2 3 4 5 6 7 8
I
i
1
NOTE: Track configuration above
Door Width 16'-2"Shown the coo,opening does not affect
F See chart below for other the rind load rating of the door. F
! Top Bracket door widths
DETAIL A(sheet 2 of 3) Flag Bracket
- Detail H(sheet 2 of 3)
i
SINGLE STEEL END STILE
16 Ga Galvanized Steel
E • f E
Jamb Bracket
Detail F(sheet 2 cf 3)
.l
Door Height Snda Lock or Lock Bars
9 Detail 0(sheet2of3)
8'-0"Shown Manual door locks are C
See chart operator
unless on automatic
r operator is installed.
below for other 661"+/-3"
door heights
D 4' ' : 3811+/-3" D
Illy
224^+1-3"
E - ,
Bottom Bracket End Hinge Strut&Strut Attachment Intermediate Hinge 4"+/-3"-i
1Detail C(sheet2 of 3) Detail B(sheet2cf 3) Detail E(sheet2of3) Detail D(sheet 2 of 3)
This product has been evaluated per A`ISI/DASh!A 108-05 (and-12) for stotic air pressure. Jamb bracket ouantRies shown ore for use with grade 2 or better southern pine C
j C This product has been evaluated per ANSI/DASMA 115-05 (and-12) for large missile impact and cyclic wind jambs.
1 pressure. Supporting structural elements are to be designed by a registered professional \
Model Number engineer for specific Rind leads. ��� //
1 HT 60&2 60 SERIES Door Totaltlat IJambBrk NOTICE: �Q �GEMaI
i Total 'of Strutsi These drawings are a supplement
� ':e�' • �
HT 61&2 61 SERIES
Height Sections per Sideion ` • i
6'-D° 3 4 5 to the and door instructions for ' l No,5iT3
HT 63&Z-63 SERIES a standard door and only covers � � .r
H7 64&264 SERIES 6-0' ° 4 5 5 those orocedures the' vary from
HT 70&270 SERIES HT 10&2 10SERIES 6'-3" 4 5 { 5 standard door installation. if *' OF 1
these specific procedures are not `.p STATE
HT-71&2_71 SERIES HT_12&2 12 SERIES 6'6" 4 5 6 followed, the door may not i 4`•� f
HT 90&280 SERIES H72&2L72 SERIES HT 14&2 14 SERIES 6'-9' 4 6 6 perform as designed. -OO �OR,Oli!.
HT-81&2L81 SERIES HT 73&2 73 SERIES HT_J6&2J6 SERIES T-0' 4 5
I B HT 60&2 82 SERIES HT-74 SERIES HT8 0 &Z7IES SERIES HH SERIES 33&2 33 SER7'-6' 1 4 5 6
Digitally signed bjgJohn E.ScatesP.E.
ODorwidlhS Desi Pressures End Center Center 4 Can6°ter Impact 7'- 5 6 6
n John E Scales, P.E.
11PT0 t s Backers --s-dies-7HIn es stiles Hinges Stites Mi...
Resistant 7'-9` 4 5 { 6 Date:4017.0929,16:08:13.05'00' 2560 King Arthur Blvd. Ste 124-54
10'-2" 49.7 -55.5 Single 2 2 1 1 2 2 NO 7'-9" 5 6 6 Lewisville,Texas 75056
12=2" 41.5 -46.3 Single 2 2 2 2 2 2 NO 8'-0" 4 5 6 IMPACT RESISTANT Florida P.E. 1! 51737
14'2" 35.7 -39.6 Single 3 3 2 2 3 3 NO g'.0° 5 6 6
16'-2" 31,3 -34.9 Single 3 3 3 3 3 3 YES Fl.#16660.15 Professional Engineer seal provided arty far
18'-2" 24.7 -27.6 Single 3 3 3 3 3 3 NO A!aximum section height is 24 in. verification of wind toad construction details.
Maximum door height is 16 ft. DESCRIPTIM
20'-2" 20.1 -224 Single 4 4 4 4 5 5 NO h'
TO
1 All doors, even those above the tested height,
10'-2' 31.3 -34.9 Single 2 2 1 1 2 2 YES ore avoiloble with jamb brackets or commercial �,.- "_•HI'uW,iaO,'_OOD.S0a C9oD5ER3Es
1 ■.7fi F-•G-s•*. XVXDLOAD SEc7lor:At.DOOR A
A 12'-2" 31,3 -34.9 Single 2 2 2 2 2 2 YES cult angle. The maximum spacing of the jamb c r,jg.. �.w DESKINVREssD1tE•au-3F.9esF
+ 14'-2' 31.3 -34.9 Single 3 3 2 2 3 3 YES brackets/track clips should be maintained. R&ML•000-0191-0E-31-05 SREET.1 OF AEV. D
1 This product is designed end sold by PSF. The AHJ or Engineer of Record is responsible for determining thee�7o� 1� Ep1EpNt 41^_D74 DMWA aF �IVS
PSF required for any given site. Mfthau MODEL($): Sec Shcet3
1 2 3 4 5 6 7 8
I
i
I
1 2 3 4 5 6 7 B
PUSH NUT3n
! PUSH NUT 7/16- 24 END HINGE TEK SCREW
7/16" 14 Go Galvanized Steel
See DETAIL K for push nut •I See DETAIL K for push nut 1/4"X 3/4'Hex 5fasher Head
o placement. Self Drilling (3 per Bottom Bracket) F
F placement. i
I 040 BOTTOM BRACKET
i ADJUSTABLE TOP FIXTURE TEK SCREW
12 Ga I 1/4" X 3/4"Hex Washer Head TEK SCREW � A U Ga Go;vonized Steel
1 Self Drilling (2 per Bracket) 1/-"X 3/4'"Hex Washer Head §
® TEK SCREW pQn Self Drilling (6 per Hinge) PUSH NUT
° 1/4" X 3/4" Hex Washer Head U7/16-
(01
/16"
Self Drilling (er per Bracket) LOW 'HEADROOM TOP 70) PUSH NUT See DETAIL K for ouoh nut
BRACKET 7/16" placement.
See DE AIL K for push nut
I DETAIL A DETAIL B Placement. DETAIL C BOTTOM SEAL
e LOW HEADROOM
3. e
24' TOP BRACKET 3 1/2" x 4" E STRUT ,
18 Go 50 KSI Minimum
INTERMEDIATE HINGE Galvanized Steel
° 18 or 14 Go Galvanized Steel 411— I JAMB BRACKET
TEK SCREW 12 Go Galvanized Steel SLIDE LOCK or LOCK BARS
°do' —� °
I/4" X 3/4"Hex flasher Head ° (not required with operator)
o
Self Drilling (< per Hinge) xu - a
0 32 ° TEK SCREW
1/4"x 3/4"Hex Washer
—� BOLT & NUT ° ° Head Self Drilling (4 per
D NOTE: The location of the TEK SCREW 6I 1/4-20 X 5/B" Carriage Slide Lock) D
intermediate hinges is 1/4"X 3/4' Hex Washer Solt & 1/4-20 Hex Washer
DETAIL D indicated by the toggle DETAIL E Head Self Drilling (2 per DETAIL F Nut 0 per Jcmb Bracket) DETAIL G
lock dimples at the top of End &Intermediate Stiles)
each section.
1 00oo oa>r,�
NOTE: Details on some views omitted for clarity.
WV ASD
,IHDUT ERACE ao 000 l� ° Double end stiles and end hardware may be
0o a o �Q required on wider or heavier doors.
I
CM 00
Maum 32
x/2 FLAG BRACKET 9Qu // C
•r�"'/i
DETAIL K ROLLER BOLT �y?•b,
RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL 5/16 x 1 5/e" Lag Bolt 4 ; i
COMMERCIAL For Standard, High For Standard, High There should be a 2" Diameter Nominal (4 51737
per Flag Bracket). �r �"
For Low Headroom & Vertical Lift & Vertical Lirte space of maximum Eleven Ball Nylon or • �*
With 2" Track and With 2" Track and With 3" Trackand 1/2 between the roller Ten. Ball Steel with BOLT & NUT *• t �
Iff
Single End Stites Single End Stiles Single End Stiles hub and the outside o Minimum Workable 1/4-20 X 5/8"Trcck Bort i 0; STAIEdf
edge of the roller Shaft Length Shown. & 1/4-20 Hex Washer Nut j�• p '2
holder which is sat by ` (2 for Horizontal &2 for //'� �'FI�R�Q' p`1�N
the push nut. Vertical frock) ��//�88J4�',1�+:\�\\ B
B ° DETAIL H
o John E Scales,P.E.
1 3/B",1 3/4',2"& E 2560 King Arthur Blvd. Ste 124-54
Alin, Nin.
`POLYURETHANE FILLED DOOR SECTION Lewisville, Texas 75056
g °' '" / Al"imal 26 Ca cal ani_ed Pa:nlad sleet sk n °` '" IMPACT RESISTANT
Florida P.E. # 51737
Professional Engineer seal provided only for
COMMERCIAL HEAVY DUTY COMMERCIAL°HEAVY DUTY Fl#16660.15 verification of wind load construction details.
EOLT&WASHER VERTICAL TRACK–2"Nominal DESCRIPTION:
For Standard, High & For Low Headroom With ; 16"x 1 5/8'La eolt&2"D.D. 13 Ga Golvonized Steel tested. WOOD JAMB '.,r`K"`M
Vertical Lrtt With 3" Track 3" Track and Double / g '• :�" ,I�.; tclVMDL ADSECTI ALDOsemns
x 7/16'I.D.DFlat Waster 3"Naminol 13 Ga is also the vcriicai wood jamb . R'AlD[A.IDSECTIOXAL CODA
A and Double End Stiles End Stiles ROTE. Jcmb hrocket mu°t be in opprcvad as on agernote. fasteners may be counter sunk ® 1, $tri DESIGN PRESSURE•"11?'+L9rsr 4
ALTERNATE BOTTOM BRACKETS 6rea contact with the 2x6(No to prov;de a tint mounting X'
dryvan snowed). au face. See jemD oticehmoni ^"^'^"^^'�'"'b'�'•"' "�IRAtlaxa ND.e RT.-06aPD191-0t -35 SHEET::Op 1 IIFV. D
ROTE:The Hct washer is not required dcells on sheet 3 for eltaching >sE inn IpTE aSitt 4an_Oli aSEWHIT: AIVS
NOTE:The aottom brecket tested(shosn in Al is the Egb;est bracket for angle mount. iambs to the structure, p�r,of•UEO
ovoliabfo.
0erop"M4 MODEL(S)- SccShcct3
1 2 3 4 5 6 7 B
2 3 4 5 6 7 8
FASTENER TO CONTINUE
F PAST HEADER F
MODEL NUMBERS
o
MODEL NUMBERS AVAILABLE
HT 14&2 14 SERIES
HT_16&216 SERIES
loe HT 32&2L32 SERIES E
'LlHT 33&2 33 SERIES
HT-10&2 10SERIES
OPENING HEIGHT 2 X 6 GRADE 2 OR BETTER SOUTHERN HT_12&L12 SERIES
PINE JAMBS.
SEE CHART FOR WOOD JAMS ATTACHMENT HT J0&2 60 SERIES
TO BUILDING STRUCTURE. HT 61&2 61 SERIES
HT 63&2L63 SERIES
MAXIMUM ON FIT
64&:L64 SERIES
0 CENTER SPACING HT_70&2L70 SERIES D
F-T FIT
_71&271 SERIES
FIRST FASTENER 47 to 10" HT_72&2 72 SERIES
ABOVE THE FLOOR OPENING
WIDTH FIT 73&2L73 SERIES
HT 74&274 SERIES
H780&2L80 SERIES
HT..Ai&2 81 SERIES
0 WOOD JAMB ATTACHMENT HT 82&2 82 SERIES C
Rurke A HT 90&2 go SERIES
T�r* INN
un
Sul= FasletterTWe Eb.0-M 2,
T=SZV HT 900 SERIES
%
Mla.2500PSI(o Taperm-KILIS 2. Z.50- 5.0(r 24* 551
a.
4000 PSI Concrete 114"wll"o washer NO.517
Southam Ptno
1.OD washer 1.50* 1.50• t.501 24' 620
S
.11 .
S—plao F" TAB
I 118"OD I i�sw 4-1
4".
NOTE:23(6 mounted to the wall must be Sculliam Phe Grade 2 a better. 0
John E Scoles, P.E.
2560 King Arthur Blvd. Ste 124-54
Lewisville. Texcs 75056
IMPACT RESISTANT Florida P.E. # 51737
Professional Engineer seat provided only for
FL#16660.15 verification of wind road construction details.
DESCRIPTIOM
Fw l62"HT(4Q.',00.2000,S10&900SLRMS
A
" WIND WAD SECM01CALDOOR
DESMNTIRJESSUPX31.1134.9psr A
111RA11110,1111ROLIN :3 1 REV. 1)
UATI lrtflu- 4141n
eic"W12414 MOO
EL(s): SCCSllcct3
3 4 5 6 7