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• Product Approval
U7 _�ci'e�USER:public User
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r•o�:�• +f.:.v>t•.;•!,:,.o,n 5.....:i.> Application Detail
FL 4 -- FL16660-R7
Application Type Revis on
Code Version <:2017
Application Status Approved
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
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
Validation Checklist-Hardcopy Received
Certificate of independence FI_;uGG! R7 _I_Ce.rt L l ut_ Sc,tg�1Qt 7
Referenced Standard and Year(of Standard) Standard Year
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
Created by Independent Third Party:Yes J
16660.12 12. PAN C2011,C2015,02410, PAN Series sectional pan type garage door 187'wide
R2.410,C2411,C2.415,C2460,
R2460,C2461,R2461,02471,
R2471,C2472, R2472,C2480,
R2480,C2481,R2481,C2482,
R2482,C2511,R2560, R2561,
82571,R2572,R2580,R2.581,
82582
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ:Yes 't_1 60_27_!1 y;Jt-?QO'-fi71, ?%L iyif
Impact Resistant:No Verified By:John E.Scates 51737
Design Pressure: +23.9/-26.7 Created by Independent Third Party: Yes
Other:Glazing is an available option for all the Pan Series Evaluation Reports
product listed but it does not meet the impact resistant 1.1 ti 60 R7 Af: r_va11-L)_;;.f
requirement for windborne debris regions. Created by Independent Third Party:Yes
16660.1313. H t 600,700, 2000,800,&900 HT Series sectional Steel sandwich type garage door 97'
Series wide
Limits of Use Installation Instructions
Approved for use in HVHZ:No -16660 R7 li t'Jincil;fa i_!ntii__ll_titl[iLen int J, 22uf
Approved for use outside HVHZ:Yes F(„_mil_R7_il_1_•V_I,a(f(iti t?l I_n $_,.�c iC_rG_.�?cif
Impact Resistant:Yes Verified By: John E. Scates 51737
Design Pressure: +41.1/-46.4 Created by Independent Third Party: Yes
Other: Evaluation Reports
f°t�i(LLrO R%_AF t:vcllfjei7l_7=p�f
Created by Independent Third Party:Yes
16660.14 14. H'1 600, 700, 2000,800,&900 HT Series sectional Steel sandwich type garage door 9'2"
Series wide
Limits of Use Installation Instructions
Approved for use in HVHZ: No 1:1.16660 R7 ii +'ind.gad In�t7i ti.�11�n7eZt_r_'_FI_vt�,)f
Approved for use outside HVHZ:YesE ;t br50 t:7 I! BVI-LA Li)1.1[
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 Evaluation Reports
&800 Series product only. it does meet the impact resistant .-R7_1C Fvilf g,f>t :/s.f of
requirement for windborne debris regions.Glazing is not an Created by Independent Third Party:Yes
available option for the 900 Series product.
16660.15 ) 15. FiT 600,700,2000,800,&900 FiT Series sectional Steel sandwich type garage doo
Series wide
Limits of Use Installation Instructions
Approved for use in HVHZ:No (L155CU_R7 fi_ViiiJ(l oqc !lista!! Suo zlemQn, rt_ f_i�.1Zi`
Approved for use outside HVHZ:Yes R�ir)_est- R5_-ri) :;.t,rf
Impact Resistant: s Verified By: John E.Scates 51737
Design Pressure: +31.3/ 34. Created by Independent Third Party:Yes
Other: Evaluation Reports
Created by Independent Third Party:Yes
16660.16 16. HT 600, 700,2000,800,&900 IIT Series sectional Steel sandwich type garage door 16'2"
Series wide
Limits of Use Installation Instructions
Approved for use in HVHZ: No �160r R7 1_I_V1iiu{L�oc1 Tn ztl- �I+leiner,t FI_ s;,;;(
Approved for use outside HVHZ:Yes F1.1136 0_-1,7-11`,,/t._ii61l51 r_-- ). f
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 Evaluation Reports
&800 Series product only. It does meet the impact resistant FL1 Gu6i) (=.7 Af fw_s)Il2ept_r T .pdf
requirement for windborne debris regions.Glazing is not an Created by Independent Third Party: Yes
available option for the 900 Series product.
16660.17 17. PAN C2011,C2015,C2410, PAN Series sectional pan type garage door 9'2"wide
R2410,C2.411,C2415,C2460,
R246o,C2461, R2461,C2471,
R2471,C2472,R2472,C2480,
R2480,C2481,R2481,C2482,
R2482,C2511,R2560,R2561,
R2571,R2572,R2580, R2581,
R2S82
Limits of Use Installation Instructions
Approved for use in HVHZ: No (R-166-0 Q7_11_.1^_indl_oad (_>•_tqll S;up;;lenient_'=_f L. 5,12(11
Approved for use outside HVHZ:Yes [L�1.66) R7 11 Wl ?010-0110 ,i-16-rD s,;,2,Lf
Impact Resistant:Yes Verified By: John E.Scates 51737
Created by Independent Third Party: Yes
1 2 3 4 5 6 7 8
NOTE: Track configuration above
Door Width 16'-2"Shown the door opening does not affect
F See chart below for other the wind load rating of the door. F
Top Bracket door widths
DETAIL A(sheet 2 of 3)
Flag Bracket
° ••••• �•••• DetailH(
sheet 2of3)
60
SINGLE STEEL END STILE
16 Ga Galvanized Steel a
E E
Jamb Bracket
Detail F(sheet 2 of 3)
Slide Lock or Lock Bars
Door Height Detail G(sheet 2 of 3)
8'-0"Shown Manual door locks are
See chart required unless on automatic
r. r. e.
below for other operator is installed.
door heights
54' +/_3„
D 3 2 +/-3" D
22,1"+/-3"
Bottom Bracket End Hinge Strut&Strut Attachment Intermediate Hinge 4"+/-3"
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 +/-3"
C This product has been evaluated per ANSI/DASMA 108-05 (and -12) for static air pressure. Jamb bracket quantities shown are for use with grade 2 or better southern pine
This product has been evaluated per ANSI/DASMA 115-05 (and -12) for large missile impact and cyclic wind lambs. IC
Suonoriing structural elements are to be designed by a registered professional \\\ $ ' ///
Model Number _ e�ei�rc for --c':1L .vita Dees \ a _C4
NOTICE: \Q\J ''"SIl ` /
HT_60&2_60 SERIES Height SDoor ections(Total#of Struts JperbSide� drawings ore a supplement \'�C aF"` j
HIT_61&2-61 SERIES These drawin
to the inslallatior, instructions for �
HT_63&2_63 SERIES 6'-0" 3 4 5 a standard door and only covers No.0737 ,�;
HT 64&2_64 SERIES 6'-0" 4 5 5 those procedures that vary from
HT 4 5 5 standard door installation. If
_70&2 70 SERIES HT 10&2 10 SERIES 6'-3" �lf
6'-6" 4 5 6 these specific procedures are not �.0 STATE OF
HT_71&2_71 SERIES HT-12&2 12 SERIES (allowed, the door may not
HT 80&2 so SERIES HT_72&2_72 SERIES HT_14&2 14 SERIES 6'-9" 4 5 6 perform as designed. �j�� �(�R1CP.'0�?\
HT__81&2_81 SERIES FIT_73&2 73 SERIES HT_16&2_16 SERIES 7'-0" 4 5fi ///S�, %��
B HT_82&2_82 SERIES HT_74&2_74 SERIES HT_32&2_32 SERIES T-3" 4 5 6 / ONA- \\ B
HT_90&2_90 SERIES HT 900 SERIES wro LITES HT_33&2_33 SERIES 7'-6" 4 5 6 11 111%
Door Widths Design Pressures End Center Center Center Impact T-6" 5 6 6 Digitally signed by John E.Scates P.E.
P John E Scales, P.E.
Up To +psf -psf Backers Stiles Hinges Sfiles Hinges Stiles Hinges Resistant 7'_g" 4 5 6 Date:2017.09.29,16:08:13-05'00' 2560 King Arthur Blvd. Ste 124-54
10'-2" 49.7 -55.5 Single 2 2 1 1 2 2 NO _T9" 5 6 6 Lewisville, Texas 75056
___12'-2" 4_1_..F_ -46.3 Single 2 2 2 2 2 2 NO 8'-0" 4 5 6 IMPACT RESISTANT Florida P:E. # 51737
14'-2" 35.7 -39.8 Single 3 3 2 2 3 3 NO 8'-0" 5 6 6
16'-2" 31.5 -34.9 Single 3 3 3 3 3 3 YES FL#16660.15 Professional Engineer seal provided only for
Maximum section height is 24 in. verification of wind load construction details.
18'-2" 24.7 -27.6 Single 3 3 3 3 3 3 NO Maximum door height is 16 ft.
20'-2" 20.1 -22.4 Single 4 4 4 4 55 NO Y + DESCRIPTION:
All doors, even those above the tested height, ss�x - 16'T'a7600,700,2000,800 E 900 SERIES
10'-Z" 31.5 -34.9 Single 2 2 1 1 2 2 YES ore available with jamb brackets or commercial a-' WIND LOAD SECr10NALDOOR
A 12'-2" 31.5 -34.9 Single 2 22 1 2 2 2 YES full angle. The maximum spacing of the jamb 6 6 DESIGN PRESSURE.31.3/-34.9PSF A
14'-2" 1 31.5 -34.9 1 Single 1 3 3 2 1 2 3 3 YES brockels/track clips should be maintained. BRIIWIN0 R0.:Wt:0600-019�-08-JI-JS SHEEP:1 OF J REV. D
This product is designed and sold by PST. The AHJ or Engineer of Record is responsible for determining the I DATE BRN: 4/42014 OIIAWN BY: NIVS
PSF required for any given site. mc�insn inMODEL(S): See 5heel3
1 2 3 4 5 6 7 8
1 2 3 4 51 6 7 8
PUSH NUT 3
PUSH NUT 7/16" 24� END HINGE
7/16" 14 Go Galvanized Steel TEK SCREW
See DETAIL K for push nut See DETAIL K for push nut 1/4" X 3/4" Hex Washer Head
Self placement, a SelDrilling 3
F ° placement. g ( per Bottom Bracket) P
ADJUSTABLE TOP FIXTURE TEK SCREW ° BOTTOM BRACKET
12 Go 1/4" X 3/4" Hen Washer Head TEK SCREW ® p 13 Go Galvanized Steel
Self Drilling (2 per Bracket) 1/4" X 3/4" Hex Washer Head �f
(ID
TEK SCREW ( Self Drilling (6 per Hinge) PUSH NUT
° 1/4" X 3/4" Hex Washer Head 8 7 16"
LOW HEADROOM TOP /
Self Drilling (4 per Bracket) BRACKET PUSH NUT See DETAIL K for push nut
7/16" placement.
See DETAIL K for push nut
DETAIL ALOW HEADROOM DETAIL B placement. DETAIL C BOTTOM SEAL
E 2& TOP BRACKET/ 3 1/2" x 4" E STRUT E
4 / 18 Go 50 KSI Minimum
INTERMEDIATE HINGE Galvanized Steel
18 or 14 Go Galvanized Steel r41f JAMB BRACKET
12 Go Galvanized Steel opo SLIDE LOCK or LOCK BARS
o®o TEK SCREW (not required with operator)
1/4" X 3/4" He Washer Head6 1'R 31,. ° o
Self Drilling (4 per Hinge) 2 TEK SCREW
0
a 1/4" X 3/4" Hex Washer
D BOLT & NUT Head Self Drilling (4 per
D
TEK SCREW 1/4-20 X 5/8" Carriage Slide Lock)1/4 X 3 r
4" Hex Washer
NOTE: The location of the " Boli & 1/4-20 Hex Washe
intermediate hinges is Head Self per u ( per Jamb Bracket)
DETAIL D indicated by the toggle DETAIL E g (2 Nut P DETAIL F DETAIL G
lock dimples at the top of End & Intermediate Stiles)
each section.
0o 000NOTE: Details on some views omitted for clarity.
a WITH AND
o
WITHOUT BRACE oo ao ° Double end stiles and end hardware may be
a a
0 0 0 0 o a I required on wider or heavier doors.
C n o 0 o Maximum 32�J i FLAG BRACKET \\\1111111/��� c
DETAIL K ROLLER BOLT
#'.�N
RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL
�� �O,v�G dF•�A4 /�
There should im o 2" Diameter Nominal (4 p x 1 5/ra Log Bolt
COMMERCIAL For Standard, High For Standard, High `
g g space of maximum (4 per Flag Bracket). ,, No.51737 16
For
For Low Headroom & Vertical Lift & Vertical Lifte p Eleven Ball Nylon or , ;*=
— ' t
With 2" Track an1/2" between the roller Ten Boll Steel with
d With 2" Track and With 3" Track and
hub and the outside a Minimum Workable BOLT & NUT
Single End Stiles Single End Stiles Single End Stiles amara 1 4-20 X 5 8" Track Bolt i'0�, STATE OF
edge of the roller Shaft Length Shown. / /
holder which is set by & 1/4-20 Hex Washer Nut jp0•• P• �►
the push hut. (2 for Horizontal & 2 for ///'��•• OR��✓�Q����
B ° DETAIL H Vertical Track) ;'/j;i/oNi �O� B
a 1 3/8", 1 3/4", 2"& 3" John E Scales, P.E.
Min. ���"""PORYURETHANE FILLED DOOR SECTION - Min. 2560 King Arthur Blvd. Ste 124-54
D °f 1 / Minimal 2E Gq Gdvan¢ed Pointed Steel Skins of 1 Lewisville, Texas 75056
/ IMPACT RESISTANT Florida P:E. # 51737
AWASHER
FL#16660.15 Professional Engineer seal provided only for
verification of wind load construction details.
COMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUTY VERTICAL TRACK - 2" Nominal
For Standard, High & For Low Headroom With 5/16"x 1 5/8"Lag Boit do 2"O.D. 13 Go Galvanized Steel tested. WOOD JAMB - DESCRIPTION:
16'T'HT 600,700,2000,8008 900 SERIES
Vertical Lift With 3" Track 3" Track and Double x 7/76" I.D. Flat Washer 3"Nominal 13 Ga is also The vertical wood jamb ��� WIND LOAD SECTIONAL DOOR
A and Double End Stiles End Stiles NOTE: Jamb bracket must be in approved as an alternate. fasteners may be counter sunk 1, Q-$ DESIGN PRESSURE 431.3434.9 PSF A
ALTERNATE BOTTOM BRACKETS direct contact with the 2xfi (No to provide a flat mounting
drywall allowed). surface. See jamb attachment - DRAWING NM:WL-0600-0194-08-31-35 SHEET:2 OF J REV. D
NOTE: The flat washer is not required details on sheet 3 for attaching DATE ORN: 4/42014 DRAWN BY-. NIVS
NOTE:The bottom bracket tested (shown in DETAIL C) is the lightest bracket for angle mount. jambs to the structure, v axa aRaaO1`
available.
s'ffle4m2b14Sa] MODEL(S): See Sheet 3
1 2 3 4 5 6 7. 8
I
1 2 3 4 5 6 7 8
FASTENER TO CONTINUE
F PAST HEADER
MODEL NUMBERS F
MODEL NUMBERS AVAILABLE
HT-14&2_14 SERIES
HT 16&2 16 SERIES
oE
HT 32&2 32 SERIES E
—
—HT 33&2_33 SERIES
HT_10&2 10SERIES
OPENING 2 X 6 GRADE 2 OR BETTER SOUTHERN HT_12&2_12 SERIES
HEIGHT PINE JAMBS. HT_60&2_60 SERIES
SEE CHART FOR WOOD JAMB ATTACHMENT
TO BUILDING STRUCTURE. HT 61&2_61 SERIES
HT-63&2_63 SERIES
MAXIMUM ON HT 64&2_64 SERIES
D CENTER SPACING HT_70&2_70 SERIES D
HT 71&2_71 SERIES
FIRST FASTENER 4"to 10" HT 72&272 SERIES
ABOVE THE FLOOR OPENING — —
WIDTH HT_73&2_73 SERIES
HT_74&2_74 SERIES
HT 80&2_80 SERIES
HT_81&2_81 SERIES
C WOOD JAMB ATTACHMENT HT_82&2_82 SERIES C
Building M am M� "m Mnen"m na.mam Annwawe —HT-90&2-90 SERIES \�\\ E
Structure Fastener Type EmxWmern Eaoa career cerxer 7ensbn \\ �� //
Deranra spacing spacing uoae L HT 900 SERIES \ �O,v 4ENaF•,t4 ��
Min.2500 PSI to Tapcon+(PLUS) 2' 2.50" 5.00" 24" 551 _� No.51737,,,'l !_
4000 PSI Concrete 1/4"w]l"OD washer
Southern Pine 3/8"Lag w/ 1.50' 1.50" 1.50' 24° 620 y * i
1 1/8'OD washer
are°La w/ y.014. STATE OF j�1�1`
Spruce Pipe Fir g 1.50' 1.50" 1.50" 24" 482 'p • i�/
11/8"ODwasher 0'.
2%, ;�(OWOP'\Z\�
B NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better. '// �QS/O ��0-\` B
John E Scales, P.E.
2560 King Arthur Blvd. Ste 124-54
Lewisville, Texas 75056
IMPACT RESISTANT Florida P.E. 11 51737
FL#16660.15 Professional Engineer seal provided only for
verification of wind load construction details.
RM
DESCRIPTION:16 2"HT 600,700,2000,800&900 SERIES
A WINDLOAD SECTIONAL DOOR
DESION1.ESSURE+31.3/-34.9PSF A
HHAN9N0 NQ:WL4NrOD-0194-08-JI-39 39SHEET:3 OF J REV. D
yyy yF�pR OaTE DIW: 4/42014 OM MRT: NSVS
Cq
aem yysc7
Tp"V1.9M y 43 MODEL(S): See Sheet 3
m
1 2 3 4 5 6 7 8