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�'�- ® e mkL AI)MYl-iy�u>i a Ucl AkVp1f!j�jbn!i^lch>k�.,,t iCa&ti i L,5jtt>Application Detail
^ FL# FL16660-R7'
Application Type Revision
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 Assemtilies
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 Ft_l" 60 R7—C-Q Cqtl,_o Ind_i;ai e52017 s, f,
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
ELIL,�U,(_K Ar .ILSs a1 res tzlf
Created by Independent Third Party:Yes
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 HA6660' R7 11 'A
Lijjk,To�LL
Approved for use outside HVHZ:Yes F�LL�6.6FZZJUh-'- _L Q_8i
Impact Resistant:Yes Verified By:John E.Scates 51737
Design Pressure:+41.1/-46.4 Created by Independent Third Party;Yes
Other: Evaluation Reports
FL16660, R7 AE-_EyqMej)L r7s,p
Created by Independent Third Party:Yes
16660.14 14. HT 600,700,2000,800;8t 900 Series HT Series sectional Steel sandwich type garage door 9'2"wide
Limits of use Installation.Instructions
Approved for use in HVHZ:No
Approved for use outside HVHZ:Yes FL. 6660 117 li 41L(16t}
.Z11 Q QL4j ,I_rFF
li 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 EL!§tG_0f_r,
not an available option for the 900 Series product. Created by Independent Third Party:Yes
it 16660.1,5 15.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 FL1.6660 R7 It %Ahnftoad.Install'Stmolemont rC FL c-ndl-
Approved for use outside HVHZ:Yes FL1.6660 R7
Impact Resistant:Yes Verified By:John E.Scates 51737
Design Pressure: +31.3/-34.9 Created by Independent Third Party:Yes
Other: Evaluation Reports
E-LI66G0R7 AE LV-1AL
_� 1pLL7sj?jjf
Created by Independent Third Party:Yes
16660.16 16.HT 600,700,2000,800,&900 Series HT Series sectional Steel sandwich type garage door 167'wide
Limits of Use Installation Instructions
Approved for use in FiVHZ.No EL16660 117 It
Approved for use outside HVHZ:Yes
Impact Resistaft 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&800 Series product only. Evaluation Reports
It does meet the impact resistant,requirement for windborne debris regions.Glazing Is ELI 6ki ,7r�Fv,11�e2t-r'L�..pff
not an available option for the 900 Series product.
Created by Independent Third Party:Yes
< 16660.17 12 17,PAN C2011,C2015,C2410,R2410i 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,R2482,C2511,R2560,R25611'
R2571,R2572,R2580,R2581,1121582
Limits-of Use Installation Instructions
Approved for use in HVHZ-No- ILL rc r.I H_
Approved for _1K6_Q R7 1LV_iqqL0_ad
use outside HVHZ:Yes �u
Impact Resistant.Y Verified By:John E.Scates
tes 51737
Design pressure 41.1/-46.4 Created by Independent Third Party:Yes.
Other, Evaluation Reports
LLQ§_�, P 7 fiIE I:MdlRebt r7s,pe3€
4 Created byIndependent Third Party:Yes
1 2 3 4 5 6 7 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
Tap Bracket doorwidths
DETAIL A(sheet 2 of 3) Flag Bracket
• .•..... •••• Detail H(sheet 2of3)
6
Do
E E
i
Door Height Slide Lock or Lock Bars
7'-0"5h0 MonDetail G(sheet 2 of 3) 7
r r uol door locks are amb Bracket
FOttailIFSee chart required unless on automatic (sheet 2 of 3)
1 operator is installed.
below for other 662'+/-3"
door heights o
D 382"+/_3" i D
Bottom Brackets L End Hinge L Strut 8 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) 1„
102 +/-3"
C C
Jamb bracket quantities shown are for use With grade 2 or better southern \ `'•. ///
This product has been evaluated per ANSI/DASMA 108-05 (and —12) for static air pressure, pine jambs.
This product has been evaluated per AN51/DASMA 115-05 fond —12) for large missile impact and cyclic Supporting structural elements are to be designed by a registered professional
wind pressure. engineer for specific wind loads. _� • No.51737 \
Model Number Door Total#of Jamb BrktsNOTIC
Total#of Struts F
PAN C2460 B R2460 SERIES Height Sections per Side drawings are o
u i
PAN 02470&82410 SERIES PAN 02481 882487 SERIES 6'-0" 4 4 3 sprlament to the installation i'��• g7ATE OF
'-3" r
instructions for a standard door
PAN C24808 R2480 SERIES PAN C24718 R2471 SERIES 6 4 4 3 iand only covers those
PAN C24818 R2481 SERIF PAN C2472&R2412 SERIES PAN C2011 SERIES 6'-6" 4 4 4 procedures that vary from ///'C�•F�OR��•��`\\\
Bstandard door installation. If Z//ss QNA \\ B
PAN C2482&R2482 SERIES PAN R2560 SERIES PAN C2015 SERIES 6'-9" 4 4 4 these specific procedures ore '' \\\
PAN R2580 SERIES PAN 82561 SERIES PAN C2411 SERIES 7'-0" 4 4 4 not followed, the door may not
PAN R2581 SERIES PAN R2571 SERIES PAN C2415 SERIES 7'-6" _5 5 5 perform as designed. John E Scoles, P.E.
PAN R2562 SERIES PAN R2572 SERIES PAN C2511 SERIES 7'-8" 5 1 5 5 2560 King Arthur Blvd. Ste 124-54
Door Widths Design Pressures End Stile Center Center Center Impact 8'-0" 5 5 5 Lewisville. Texas 75056
Up To + sf Sbles Hin es Stiles Hin es stiles Hin es Resistant IMPACT RESISTANT Florida P.E. (j 51737
8'-2" 46.1 -52.0 Double 3 1 3 1 3 1 NO Maximum section height is 21 in.
41.1 -46.4 Double 3 1 3 1 3 1 YES Maximum door height is 16 ft. 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.
are available with jamb brackets or commercial
12'-2" 23.3 -26.3 Double 5 2 5 2 5 2 NO full angle. The maximum spacing of the jamb .:G' .., DESCRIPTION:
8'-7' 41.1 -46.4 Double 3 1 31 3 1 yES brackets/track clips should be maintained. :. 912"PAN 2000 SCRIES WIND SECTIONAL DOOR MAD
/>, This product is designed and sold by PSF, The AHJ or Engineer of Record is responsible for determining � 'F.QDESIGN PRESSURE+11.114E.4PSE A
the PSF required for any given site.
Digitally signed b�:John E.Skates P.E. DRAWING NO--w42000-01104146 I SHEET.1 OF 0 REV. U
au<Fnm GATE GRN:4/ll/14 08►K71 an kiVS
Date:2017.09.29/15i53:47-05'00' etwinnI4"' MODEL(S): See Sheet 3
1 2 3 4 5 6 7 1 8
1 2 3 4 5 6 7 8
END STILES PUSH NUT Zan END HINGE TEK SCREW
tl/4"
Go Galvonized Steel 7/16" 4 14 Go Galvanized Steel 1/4" X 3/4" Hex Washer Head
See DETAIL K for push nut TEK SCREW Self Drilling (3 per Bottom & 2 per
F PUSH NUT placement. 1/4" X 3/4" Hex Washer Head Adjustable Inner Bottom Brackets) F
7/16" Self Drilling (6 per Hinge)
ee DETAIL K for push nut TEK SCREW a o ° BOTTOM BRACKET
lacement. 1/4" X 3/4" Hex Washer Head 13 G° Galvanized Steel
NOTE: This screw should
p SeIF Drilling (2 per Bracket) be located below the prepunched ® ADJUSTABLE INNER
ADJUSTABLE TOP FIXTURE o hole and go through the hinge,12 Ga U end stile and skin edge. o BOTTOM BRACKET
UU LOW HEADROOM TOP p PUSH NUT 7/16"TEK SCREWBRACKET O PUSH NUT See DETAIL K for push
X 3/4" Hex Washer Head 7/16• nut placement.
Self Drilling (4 per Bracket) a a See DETAIL K for push nut BOTTOM SEAL
DETAIL A LOW HEADROOM DETAIL B placement' DETAIL C
E TEK SCREW TOP BRACKET E
1/4" X 3/4" Hex Washer 24" INTERMEDIATE STILE ?e1/4"Go xK2 Minimum" E STRUT SLIDE LOCK or
Head Self Drilling (3 per 76 Go Galvanized Galvanized Steel
Bottom Bracket & 2 per LOCK BARS
Steel JAMB BRACKET
Low Headroom Top Bracket) _ O (not required
O BOTTOM BRACKET ° INTERMEDIATE HINGE ' -Z41 12 St e a Galvanized AI
o0a0a with operator)
13 Ga Galvanized Steel °®° 18 or 14 Ga
LOW HEADROOM TOP Galvanized Steel °
BRACKET o ° o
D PUSH NUT 7/16" TEK SCREW Z BOLT & NUT
See DETAIL K for push TEK SCREW 4 1/4-20 x 5/8' TEK SCREW D
1/4" X 3/4'� Hex 1/4" X 3/4" Hex
nut placement Washer Head Self 1/4" X 3/4" Hex Carriage Bolt &
ALTERNATE Washer Head Self 1/4-20 Hex Washer Washer Head Self
BOTTOM SEAL Drilling (4 per Drilling (4 per Slide
DETAIL D Hinge) DETAIL E Drilling l (1 riper Stlee> DETAIL F Nut (I
It)per Jamb DETAIL G Lack)
TO DETAIL C
WITH AND WITHOUT NOTE: Details on some views omitted for clarity.
BRACE
as as 00 ooaap Double end stiles and end hardware may be
p a required on wider or heavier doors.
00 0 0 °o u oo FLAG BRACKET
C a o 0 0 a O D \�0111111/j/
a ° ° ° Maximum Bo16 X , 5/8" La Balt
RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL (4 per Flog Bracket). \ v
COMMERCIAL For Standard, High For Standard, High DETAIL K N0.51737
For Low Headroom & Vertical Lift & Vertical Lifte There should be a space of BOLT & NUT '
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
Single End Stiles Single End Stiles Single End Stiles roller hub and the outside & 1/4-20 Hex Washer Nut i°p gTp1EOF
edge of the roller holder 2 for Horizontal & 2 for
ALTERNATE BOTTOM BRACKETS which is Bet by the push Vertical Track) p°.�•!2oa�Q�%o`�`�
B NOTE: The bottom bracket tested (shown in AI s the lightest bracket available. nut. F ��\\` B
Min. Min. DETAIL H �
of I" DOOR SKIN
Minimal 25 Ga Galvanized Painted Steel of 1" John E Scotes, P.E.
2560 King Arthur Blvd. Ste 124-54
L.—7"—J 1 IMPACT RESISTANT Lewisville, Te#s 7so5s
Florida P.E. 51737
ROLLERL—�L 32 r Professional Engineer seal provided only for
BOLT&WASHER 2" Diameter Nominal Eleven
ROLLER FL#16660.17 verification of wind load construction details.
5/16"X 1 5/8"Lag Boll&2"O.D. VERTICAL TRACK -2"Nominal WOOD JAMB ,�/ DESCRIPTION:
13 Go Galvonized steel tested. Boll Nylon w/Hardened 2" Diameter Nominal tom- `
7E: I.D. Flat Washer 3"Nominal 13 Go is also The vertical wood comb _ '.. 9'2'PAN IM SERIFS WINO LOAD
NOTE: Jamb bracket must be in fasteners may be Counter sunk Shoff Of Ten Ball Steel Eleven Ball Nylon or �I SECTIONAL DOOR
A direct contact with the 2x6(No approved as an alternate. to provide a flat mounting w/Hardened Shaft with a Ten Ball Steel with '6'a'`E" DESIGN PRESSURE.4L1f-06.4 PSF A
drywall ollowad). surface. See jamb attachment Minimum Workable Shaft a Minimum Workable ' `"' -DRAWIRe1HI:WL2W0-aII04I46 StlEET:z DE] BEV. D
NOTE:The flat washer is not required details on sheat 3 for attaching
for angle maunL jambs to the structure. Length Shown. Shaft Length Shown. �WE�„ DATEDBIh4/IVt4 DRAWBBy.. Atvs
OM 4m,
ow�°°6r%hM44 MODEL($): See Sheet
1 2 3 4 5 6 7 1 8
1 2 3 4 5 6 7FASTENER TO
8
F AST HEADER CONTINUE F
4 p o
o
E MODEL NUMBERS E
MODEL NUMBERS AVAILABLE OPENING 2 X 6 GRADE 2 OR BETTER SOUTHERN
HEIGHT PINE JAMBS.
PAN C2011 SERIES SEE CHART FOR WOOD JAMB ATTACHMENT
PAN C2015 SERIES TO BUILDING STRUCTURE.
PAN C2411 SERIES
PAN C2415 SERIES MAXIMUM ON
D PAN C2511 SERIES CENTER SPACING D
o
PAN C2410&R2410 SERIES
PAN C2460&R2460 SERIES FIRST FASTENER 4°to 10•
PAN C2461 &R2461 SERIES ABOVE THE FLOOR OPENING
PAN C2471 &R2471 SERIES WIDTH
PAN C2472&R2472 SERIES
PAN C2480&R2480 SERIES WOOD JAMB ATTACHMENT
PAN C2481 &R2481 SERIES satr tore Fastener Type Em mart MEYe®so�r s� Teersbn C
C PAN C2482&R2482 SERIES
��\\\111111///�//
PAN R2560 SERIES 4 p0 PS1 Cooncrate 1/4'wwf to 1 O�Pwasher z z•so° s.00 24 sst ���.a E. 3Cgf�///
Southern Pine 3�'Lag wf 1.so• 1.so• 1.so' z4• szo �N�\�0'��o-N8jF. '/�i�
PAN R2561 SERIES
PAN R2571 SERIES 1 tf8'ODwasher •• i
316'Lag wr 'I No.51737
PAN R2572 SERIES
Spruce Pine Flr 1 118'OD washer 1.50 1.50° 1.50' 24' 482
PAN R2580 SERIES
NOTE:2X6 mounted to the wall must he Southern Pine Grade 2 or better. •0 gTpjp or-
PAN
rPAN R2581 SERIES ip0P,:�A-
B RM
PAN R2582 SERIESAL
ION/��`•�,p0
Jahn E Scutes, P.E.
2560 King Arthur Blvd. Ste 124-54
Lewisville. Texas 75056
IMPACT RESISTANT Florida P.E. # 51737
FL#16660.17 Professional Engineer seal provided only for
verification of wind load consirucGon detoils.
gp
., DESCRIPPON:
9'2°PAN 3.SERIES WIND LOAn
SECTIONAL DOOR
A r J"�*4 F'' DESIGNPRESSURE+4lY4 APSP A
OMVallo No-W42eMol to4l.46 1 SIfEET:30F3 REV. D
3n peam DATE CRR:4/11/14 DUWN BY: WS
,—.m m 1
MODEL(S): See Sheet 3
1 2 3 4 5 6 7 8
MARTIN COUNTY BUILDING DEPARTMENT
900 SE RUHNKE STREET
' STUART,FL 34994
(772)288-5916
(772)288-5911
GARAGE DOOR DESIGN PRESSURES
TABLE 1609.3.1
WIND SPEED CONVERSIONS',"
V, 100 110 120 1 130 1401 150 160 170 180 190 200
V,, 78 85 93 101 108 1 116 124 132 139 147 155
For SI: 1 mile per hour=0.44 m/s.
a.Linear interpolation is permitted.
b. V„r=nominal design wind speed applicable to methods specified in Exceptions 1 through 5 of Section 1609.1.1.
c. V.1,=ultimate design wind speeds determined from Figures 1609A,1609B,or 1609C.
TABLE 1609.7(1)
NOMINAL(ASD)GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET
LOCATED IN EXPOSURE B(PSF)'•2,a4.g
ULTIMATE DESIGN WIND SPEED(V„j DETERMINED IN ACCORDANCE WITH SECTION 1609.3(MPH-3 SECOND GUST)
Width Height 100 MPH 110 MPH 120 MPH 130 MPH 140 MPH 160 MPH 160 MPH X70 MPN 180 MPH 180 MPH 200 MPH
(n) (n)
Roof Angle 0-10 degrees
8 8 8.7-9.8 103-11.9 125-14.2 14.7-16.6 17.1-19.3 19.6-22.2 22.3-25.2 25.1-285 28.2-31.9 31.4-355 34.8-39.4
10 10 8.4-9.4 102-11.4 12.1-13.6 14.2-16.0 16.5-18.5 18.9-21.2 21.5-24.2 24.3-27.3 273-30.6 30.4-34.1 33.7-37.8
14 14 8.0-8.9 9.7-10.8 11.5-128 133-15.0 15.7-17.4 118.0-2D.0 20.5-22.8 23.1-25.7 25.9-28.8 28.9-32.1 32.0-35.6
Roof Angle >10 degrees
9
7t 9.6-10.9 11.4-12.9 13.7-15.5 16.1-182 185-20.9 21.3-24.1 24.3-275 27.6-31.2 30.6-34.6 34.2-38.6 38.0-43.0
R
16 7 9.2-10.3 I0.9-12.2 13.1-14.6 153-17.2 17.7-19.7 20.4-227 23.3-26.0 26A-29.4 293-326 327-363 36.4-40.6
78 MPH 85 MPH 93 MPH 101 MPH 108 MPH 116 MPH 124 MPH 132 MPH 139 MPH 147 MPH 155 MPH
For SI:l foot=304.8 mm,1 mile per hour=1.609 km/h,1 psf=47.88 NIM'.
Nominal Design Wind Speed(Vasd)converted from Ultimate Design Wind Speed per Section 1609.3.1
1.For effective area or wind speeds between those given above the load may be interpolated,otherwise use the load associated with the lower effective area.
2.Table values shall be adjusted for height and exposure by multiplying by the adjustment coefficient in Table 1609.7(2)
3.Plus and minus signs signify pressures acting toward and away from the building surfaces.
4.Negative pressures assume door has 2 feet of width in building's end zone.
S.Table values include the 0.6 load reduction factor.
TABLE 1609.7(2)ADJUSTMENT FACTOR FOR BUILDING R612.4.1 Garage'door labeling. Garage doors shall be
HEIGHT AND EXPOSURE,(L) labeled with a permanent Iabel provided by the garage
EXPOSURE door manufacturer. The label shall identify the garage
B C D �
MEAN ROOF HEIGHT(feet) g g
door manufacturer,the garage door model/series number,
p15 a 1.00 1.21 1.47 the positive and negative design pressure rating,indicate
0 1.00 1.29 cS5 imps.rated if applicable, the installation instruction
25 1.00 1.35 1.61 drawing reference number, the Florida Produ6t Approval
or Miami-Dade Product Approval number if applicable,
30 1.OD 1.40 1:66 and the applicable test standards.The required garage door
35 .1.05 1.45 1.70 components for an approved garage door assembly may be
40 1.09 1.49 ; 1.74 indicated using a checklist form on the label.If a checklist
format is used on the label,the door installer or the garage
45 1.12 1.53 1.78 door manufacturer shall mark the selected components on
50 1.16 1.56 1.81 the checklist that are required to assemble an approved
55 1.19 1.59 1.84 garage door system.The installation instructions shall be
60 1221.62 1.87
provided and available on the job site.
FLORIDA BUILDING CODE-BUILDING,Sth EDITION(2014)