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• • FL#
Application Type Revision
Code Version 2014
Application Status Approved
Comments IL
E C F,
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
U 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 12/31/2018
Validated By Kurt Dietrich PE
U Validation Checklist- Hardcopy Received
Certificate of Independence FL16660 R6 COI Cert of Ind Scates s.pdf
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
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4p/p2fS6e4gonT4zp/`2fE8EmDgQZ9sFKfxBp/p2bhScMputwAp/pad°/p3d 1/6
6/28/2017 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 08/11/2016
Date Validated 08/22/2016
Date Pending FBC Approval 08/23/2016
Date Approved 10/13/2016
Summary of Products
Go to Page 0 0 4) Page 2/ 3
_...__._._...._.
FL# Model,Number or Name Description
16660.21 21. HT 600, 700, 2000, 800, &900 HT Series sectional sandwich type garage door 18'2" wide
Series
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16660 R6 II WL-0600-0218-08-20-23L-RevD s.pdf
Approved for use outside HVHZ:Yes Verified By: John E. Scates 51737
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +20.4/-22.7 Evaluation Reports
Other: Glazing is an available option for the 600, 700, 2000, FL16660 R6 AE EvalReot r6a s.odf
800&900 Series product only but it does not meet the Created by Independent Third Party: Yes
impact resistant requirement for windborne debris regions.
16660.22 22. PAN C2011, C2015, C2410, PAN Series sectional pan type garage door 97" wide
R2410, C2411, C2415, C2460,
R2460, C2461, R2461, C2471,
R2471, C2472, R2472, C2480,
R2480, C2481, R2481, C2482,
R2482, C2511, R2560, R2561,
R2571, R2572, R2580, R2581, R2582
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16660 R6 II WL-2000-0110-08-21-24L-RevD s.pdf
Approved for use outside HVHZ:Yes Verified By: John E. Scates 51737
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +21.3/-24.1 Evaluation Reports
Other: Glazing is an available option for all the Pan Series FL16660 R6 AE EvalReot r6a s.odf
product listed but it does not meet the impact resistant Created by Independent Third Party: Yes
requirement for windborne debris regions.
16660.23 23. PAN C2011, C2015, C2410, PAN Series sectional pan type garage door 97' wide
R2410, C2411, C2415, C2460,
R2460, C2461, R2461, C2471,
R2471, C2472, R2472, C2480,
R2480, C2481, R2481, C2482,
R2482, C2511, R2560, R2561,
R2571, R2572, R2580, R2581, R2582
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16660 R6 II WL-2000-0110-08-35-39-RevC s.odf
Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +35.0/-39.0 Evaluation Reports
Other: FL16660 R6 AE EvalReot r6a s.odf
Created by Independent Third Party: Yes
16660.24 24. PAN C2011, C2015, C2410, PAN Series sectional pan type garage door 167"wide
R2410, C2411, C2415, C2460,
R2460, C2461, R2461, C2471,
R2471, C2472, R2472, C2480,
R2480, C2481, R2481, C2482,
R2482, C2511, R2560, R2561,
R2571, R2572, R2580, R2581, R2582
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16660 R6 II WL-2000-0194-08-20-23L-RevD s.odf
Approved for use outside HVHZ:Yes Verified By: John E. Scates 51737
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +20.4/-22.7 Evaluation Reports
Other: Glazing is an available option for all the Pan Series FL16660 R6 AE EvalReot r6a s.odf
product listed but it does not meet the impact resistant Created by Independent Third Party: Yes
requirement for windborne debris regions.
f36560y2=5r 25. PAN C2011, C2015, C2410, PAN Series sectional pan type garage door 167"wide
R2410, C2411, C2415, C2460,
R2460, C2461, R2461, C2471,
R2471, C2472, R2472, C2480, 'd >
R2480, C2481, R2481, C2482,
R2482, C2511, R2560, R2561,
R2571, R2572, R2580, R2581, R2582
https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6e4gonT4z%2fE8EmDgQZ9sFKfxB°/"2bhScMputwA%3d%3d 2/6
6/28/2017 Florida Building Code Online
Limits of Use Installation Instructions_
Approved for use in HVHZ: No FL16660 R6>.II WL_2000-0194 08-31-35-.R^evG. .pdf ,-
Approved for use outside HVHZ:Yes 'wVerified By: John E. Scates 51737
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:`�3 :3/,-34:9 Evaluation Reports
Other: , -M FL16660 R6 AE EvalRent r6a s.0df
Created by Independent Third Party: Yes
16660.26 26. PAN C2011, C2015, C2410, PAN Series sectional pan type garage door 187" wide
R2410, C2411,.C2415, C2460,
R2460, C2461, R2461, C2470,
R2470, C2471, R2471, C2472,
R2472, C2480, R2480, C2481,
R2481, C2482, R2482, C2511,
R2560, R2561, R2570, R2571,
R2572, R2580, R2581, R2582
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16660 R6 II WL-2000-0218-08-20-23L-RevD s.0df
Approved for use outside HVHZ:Yes Verified By: John E. Scates 51737
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +20.4/-22.7 Evaluation Reports
Other: Glazing is an available option for all the Pan Series FL16660 R6 AE EvalRent r6a S.Ddf
product listed but it does not meet the impact resistant Created by Independent Third Party: Yes
requirement for windborne debris regions.
16660.27 27. PAN PAN C2011, C2015, C2410, PAN Series sectional pan type garage door 18'2"wide
R2410, C2411, C2415, C2460,
R2460, C2461, R2461, C2471,
R2471, C2472, R2472, C2480,
R2480, C2481, R2481, C2482,
R2482, C2511, R2560, R2561,
R2571, R2572, R2580, R2581, R2582
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16660 R6 II WL-2000-0218-08-30-33-RevC s.0df
Approved for use outside HVHZ:Yes Verified By: John E. Scates 51737
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +30.0/-33.1 Evaluation Reports
Other: FL16660 R6 AE EvalRept r6a s.pdf
Created by Independent Third Party: Yes
16660.28 28. HT 5000 Series HT Series sectional Aluminum sandwich type garage door
9'2" wide
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16660 R6 II WL-5000-0110-08-40-45L-RevD s.0df
Approved for use outside HVHZ:Yes Verified By: John E. Scates 51737
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +40.0/-45.0 Evaluation Reports
Other: Glazing is an available option for the 5000 Series FL16660 R6 AE EvalRept r6a s.pdf
product. It does meet the impact resistant requirement for Created by Independent Third Party: Yes
windborne debris regions.
16660.29 29. HT 5000 Series HT Series sectional Aluminum sandwich type garage door
16'2"wide
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16660 R6 II WL-5000-0194-08-31-35L-RevD s.0df
Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +31.3/-34.9 Evaluation Reports
Other: Glazing is an available option for the 5000 Series FL16660 R6 AE EvalRept r6a s.pdf
product. It does meet the impact resistant requirement for Created by Independent Third Party: Yes
windborne debris regions.
16660.30 30. HT 5000 Series HT Series sectional Aluminum sandwich type garage door
18'2" wide
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16660 R6 II WL-5000-0218-08-30-34L-RevA s.0df
Approved for use outside HVHZ:Yes Verified By: John E. Scates 51737
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +30.0/-33.9 Evaluation Reports
Other: Glazing is an available option for the 5000 Series FL16660 R6 AE EvalRent r6a s.0df
product. It does meet the impact resistant requirement for Created by Independent Third Party: Yes
windborne debris regions.
16660.31 31. HT 600, 700, 2000, 800, &900 HT Series sectional sandwich type garage door 167"wide
Series
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16660 R6 II WL-0600-0194-08-22-24-RevA s.0df
https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6e4gonT4z°/o2fE8EmDgQZ9sFKfxB%2bhScMputwA%3d%3d 3/6
1 2 3 4 5 6 7 1 8
Door Width 16'-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.
Tap Bracket door widths
DETAIL A(sheet 2 of 3) Fla Brad<et
9
• - •• -•••••• -••• DefailH(sheet2of3)
it
co
C -_
E [
o Jamb Bracket
Detail F(sheet 2 of 3)
Door Height Slide Lock or Lock Bars
8'-0"Shown - _ Detail (sheet 2 of 3)
Manual door locks are f
See chart - - _ -' required unless an automatic
1 operator is installed.
below for other 662"+/-3^
door heights
541'+/-3"
f
D 3821'+/-3" [
2221'+/-3-
Bottom
22"+/-3"Bottom Bracket End Hinges SWt 8.Strut Attachment Intermediate Hinge 4'+/-3-3
Detail C(sheet 2 of 3) Detail B(sheet 2 of 3) Detail E(sheet 2 of 3) Detail D(sheel2 of 3) 102"+/-3"
C This product has been evaluated per ANSI/DASMA 108-05 (and -12) for static air pressure. Jamb
It
quantities shown are for use with grade 2 or better southern pine `���((�����'
This product has been evaluated per ANSI DASMA 115-05 \ \�• EN /�
pr p / (and -12) for large missile impact and cyclic Supporting structural elements are to be designed by a registered professional \\\ ��-•-��' '/
wind pressure. engineer for specific wind foods. \\\ �O,v�G dEi•\tp /�
Model Number Door Total#of Total# Jamb Brkts NOTICE: 1
PAN 02460882460 SERIES Height Sedans ofStruts perSide These drawings are o supplement rI NO.51737 ,,
PAN C2410A R2410SERES PAN C2461 A R2461 SERIES 6'-0"' 3 5 5 to the inslallalion instructions for ';*=
a standard door and only covers * * A
PAN C2480 A R2480 SERIES PAN C24718 R24T1 SERIES 7'-3" 4 6 6 those procedures that very from
PAN 02481882481 SERIES PAN C2472 E R2472 SERIES PAN C2011 SERIES T-6" 4 6 6 standard door installation. If
PAN cz4azaRz46zsEREs PANR2560SERIF� PANC2015SERIES T-9' 4 6 6 (ollowetlPetheodoorcmoy not re not j�0�;•,"�OR1�Q%'p\2�vf//�\
B PAN 8258PAN R25811 SERSERIES PAN R2571 SERIES PAN C2415 SERIES MaxES PAN R2561 SERIES PAN C2411 SERIES imum
4 6 6 perform as designed. Z�sS��NA`
Mozimum section height is 24 in.
PAN R2582 SERIES PAN R2572 SERIES PAN C2511 SERIES g /
Maximum door height is 16 ft. Digitally signed by;John E Skates,P.E.
DoorWiktihs Desi nPressures End Stile Center Center Center Impad All doors• even those above the tested Date:2016.08.0413:47:14-05'00' John E Scales, P.E.
Up To + sf - Stiles Hinges Stiles Hinges Stiles Hinges Resistant 3121 Foirgate Drive
10'-2" 49.7 -55.5 Double 4 2 3 1 5 2 NO height, ora available with jamb brackets Carrollton, Texa's 75007
or commercial full angle. The maximum IMPACT RESISTANT Florida P.E. # 51737
12'-2" 41.5 -46.3 Double 5 2 5 2 5 2 NO spacing of the jamb brackets/track clips
14'-2' 35.7 -39.8 Double 6 3 5 2 7 3 NO should be maintained.
Professional Engineer seal provided only for
16'-2' 31.3 -34.9 Double 7 3 7 3 7 3 YES
FL#16660.25 verification of wind load construction details.
18'-2' 24.7 -27.6 Double 7 3 7 3 7 3 NO
20'-2' 20.1 -22.4 Double 9 5 9 5 11 5 NO DESCRIPTION:
10'-2' 31.3 -34.9 Double 4 2 3 1 5 2 YES =� . . 16'2'PAECTIONALDOOR AAm
A 12'-2' 31.3 34.9 Double 5 2 5 2 5 2 YES i F F nes16N PRESSURE+au-34.9 PSF
14'-2" 31.3 -34.9 Double 1 6 1 3 5 2 7 1 3 YES DREAMING x6_wLaIW 111,uaat•1s 1"M:t 6F 3 pnf. C
This product is designed and sold by PSF. The AW or Engineer of Record is responsible for determining the uotrc.mn oATE081e 6/11,14 dAAw4l er: MVS
PSF required for any given Site. W—.,Mb 41317
4.M%h 4
MODEL(S): See Shcet3
1 2 3 4 5 6 7 8
PUSH NUT 24" TEK SCREW
END STILES 7/16" 1/4" x 3/4" Hex Washer Head
O O 16 Go Galvanized Steel See DETAIL K for push nut END HINGE Self Drilling }
F o o placement. 1M1 Go Galvanized Steel AdjustableInner pBottom oBrackets)ef
PUSH NUT BOTTOM BRACKET
7/16" TEK SCREW a 0 o o®.IT 13 Go Galvanized Steel
See DETAIL K for push nut 1/4" X 3/4" Hex Washer Head TEK SCREW
placement. Self Drilling (2 per Bracket) 1/4" X 3/4" Hex Washer Head ® ADJUSTABLE INNER
ADJUSTABLE TOP FIXTURE o 0 0 o Self Drilling (4 per Hinge) ® BOTTOM BRACKET
a _ ° 12 Ga _ PUSH NUT 7 16"
LOW HEADROOM TOP /
TEK SCREW BRACKET O O PUSH NUT See TAIL K for push nut
1 4" X 3 4" Hex Washer Head 7/16 placement.
/ / See TAI K for push nut
DETAIL A Self Drilling (4 per Bracket) LOW HEADROOM DETAIL B placement. DETAIL C BOTTOM SEAL
E TOP BRACKET [
24"3 1/2" x 4" E STRUT
INTERMEDIATE STILE 18 Go 50 KSI Minimum
16 Go Galvanized Steel Galvanized Steel
r 4"- JAMB BRACKET
12 Go Galvanized Steel opo o SLIDE LOCK or LOCK BARS
o 0 o INTERMEDIATE HINGE O 1 ° a (not required with operator)
18 or 14 Go Galvanized Steel 32a
0 0 °
TEK SCREW
TEK SCREW =' °O° 1/4" X 3/4" Hex Washer
D " BOLT & NUT Head Self Drilling (4 per
14 % 34" Hex Washer He'd [
/ / TEK SCREW 1/4-20 X 5/8" Carriage Slide Lock)
Self Drilling (4 per Hinge) 1/4" X 3/4" Hex Washer Bolt & 1/4-20 Hex Washer
Head Self Drilling (2 per Nut (1 per Jamb Bracket)
DETAIL D DETAIL E End & Intermediate stiles) DETAIL F DETAIL G
NOTE: Details on some views omitted for clarity.
a Double end Stiles and end hardware may be
C required on wider or heavier doors. S. SC4 l
o
/
DETAIL K FLAG BRACKET ��'�.�G a@••• ��
COMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUTY (Do 000 Iyp,51737 •\ �_
For Standard, High & For Low Headroom With There should be a BOLT {
Vertical Lift With 3° Track 3" Track and Double space of 1/4" between ° 5/16 X 1 5/8" Log Bolt *�
and Double End Stiles End Stiles the roller hub and the (4 per Flag Bracket). i3O;•• gTw♦TEOF `
outside edge of the :• �
ALTERNATE BOTTOM BRACKETS roller holder which is �� BOLT & NUT ��.o••!�CORr:C?:�Q�2r`
NOTE: The bottom bracket configuration tested (shown in AI )is the lightest available. 1/4-20 X 5/8" Track Bolt
B set by the push nut. & 1/4-20 ex Washer. Nut
Min. DOOR SKIN Min. (2 for Horizontal & 2 for
of I" Minimal 25 Go Galvanized Painted Steel or t" Vertical Track) John E Scates, P.E.
3121 Fairgate Drive
/ Carrollton, Texas 75007
L—7a J IMPACT RESISTANT Florida P.E. �/ 51737
ROLLER m FL#16660.25 Professional Engineer seal provided only for
verification of wind load construction details.
BOLT&WASHER VERTICAL TRACK - 2"Nominal WOOD JAMB 2" Diameter Nominal Eleven DESCMPTIOIL
5/16'x 1 5/8"Lag Bolt& 2"O.D. 13 Go Galvanized Steel tested. The vertical wood jamb ,� ie 2•PAN 2000 som-s wwD LOAD
7/16"I.D. Flat Washer 1 Ball Nylon w Hardened DETAIL H
A NOTE: Jamb bracket must be in 3"Nominal 13 Go is also fasteners may be counter sunk y / I. SECTIONAL DOOR
direct confect with the 2.6 (No approved as on alternate. to provide o flat mounting Shaft or Ten Ball Steel 1 I /
DESIGN PRESSURE+313/-14.9 PSF
drywall allowed). surface. See jamb attachment w/Hardened Shaft with a DMMA11 RA wL-z0000191-8)1-75 SHEET. OF 7 n[1r. c
for E: The flat washer is not required details on sheet 3 for attaching Minimum Workable Shaft .
for angle mount. jambs to the structure. 32121 " DATE 111111: NII/14 DRAWN AT: MVS
Length Shown. 1,cIll"lliW4iv MODEL($): SeeSheet3
1 2 3 4 5 6 7 8
F MODEL NUMBERS
MODEL NUMBERS AVAILABLE
FASTENER TO CONTINUE
PASTHEADER _ PAN C2011 SERIES
PAN C2015 SERIES
PAN C2411 SERIES
PAN C2415 SERIES
PAN C2511 SERIES
E PAN C2410&R2410 SERIES I
PAN C2460&R2460 SERIES
o PAN C2461&R2461 SERIES
PAN C2471&R2471 SERIES
D o PAN C2472&R2472 SERIES
PAN C2480&R2480 SERIES
OPENING 2 X 6 GRADE 2 OR BETTER SOUTHERN—X' E E
HEIGHT PINEJAMBS. PAN C2481&R2481 SERIES
SEE CHART FOR WOOD JAMB ATTACHMENT PAN C2482&R2482 SERIES
D TO BUILDING STRUCTURE PAN R2560 SERIES [
PAN R2561 SERIES
MAXIMUM ON PAN R2571 SERIES
CENTER SPACING
PAN R2572 SERIES
PAN R2580 SERIES
FIRST FASTENER 4'to 10' PAN R2581 SERIES
ABOVE THE FLOOR OPENING J PAN R2582 SERIES
WIDTH
C
`XNN��Nuurrry�i
a�`"°F rFli4 i
WOOD JAMB ATTACHMENT r� N0.51737 C
Mhhnum Mhhlum Mwhum Allawe6h 19ECrIONS 49ECTIONS 99ECTIONS B9ECTION9 75ECTIONS
BullMhhnum EC4 on Center on Cenbr Tenebn r • '*
Shucture Fastener Type Embednenl o a
Dhtence Spacing Spactq toed
STRUT CONFIGURATION
Min.2500 PSI lD Tapwn+�pLUS) 2' 257 5.00' 24' 551 ���`\
4000 PSI Concrete 1/4"w/1"O ld ,
washer LOR,pP.
B Southern Pine 318-1 1/8'8.0 Dasher 1.50' 1.57 1.57 24' 620
Spruce Pine F4 1118'OD vra.he, 1.50' 1.57 1.50' 24' 482 John E.Scutes, P.E.
NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 orbelter. 312 7 Te Drive
Carrollton,on, Texas 75007
IMPACT RESISTANT Florida P.E. f/ 51737
FL#16660.25 Professional Engineer seal provided only for
verification of wind load construction details.
BESCRIPTI015
16 2'PAN 2000 SMIE-S WIND LOAD
A SECTIONAL DOOR
7 1 DE SIGN PRE SSDRL++31]/-34.9 PSI /
DNAWING Ill WL-2000-0194.8-31.15 SHEET:3 OF 3 1 REV. C
Inty—. DANDRN: 6111/14 DNAWNNT: MvS
41 C.Wkm-4p
4 MODEL(S): SccShect 3
3121 Fairgate Dr.
Carrollton TX 75007
John E. Scates, Professional Engineer office(972)492-9500 1 fax(972)492-0077
August 22,2016
Haas Door
Mark Schweitzer
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
115 test procedures. 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.
certify that I meet the requirements of"independence" as detailed in Florida Statutes.
Drawings
These products were tested to DASMA 108(static):
WL-0600-0110-08-21-24L RevD HT 600 Series 9'-2"wide,+21.3/-24.1 PSF
WL-0600-0110-08-25-28L RevE HT 600 Series 9'-2"wide,+24.8/-28.0 PSF
WL-0600-0122-08-21-24L1 Rev- HT 600 Series 10'-2"wide,+21.3/-24.1 PSF
WL-0600-0194-08-22-24 RevA HT 600 Series 16'-2"wide,+21.8/-24.3 PSF
WL-0600-0194-08-22-24L RevA HT 600 Series 16'-2"wide,+21.8/-24.3 PSF
WL-0600-0194-08-22-241-1 Rev- HT 600 Series 16'-2"wide,+21.8/-24.3 PSF
WL-0600-0194-08-24-27L RevE HT 600 Series 16-2"wide,+23.9/-26.7 PSF
WL-0600-0218-08-20-23L RevD HT 600 Series 18'-2"wide,+20.4/-22.7 PSF
WL-0600-0218-08-20-231-1 Rev- HT 600 Series 18'-2"wide,+20.4/-22.7 PSF
WL-0600-0218-08-24-27L RevF HT 600 Series 18'-2"wide,+23.9/-26.7 PSF
WL-2000-0110-08-21-24L RevD PAN 2000 Series 9'-2"wide,+21.3/-24.1 PSF
WL-2000-0110-25-281- RevE PAN 2000 Series 9'-2"wide,+24.8/-28.0 PSF
WL-2000-0110-35-39 RevD PAN 2000 Series 9'-2"wide,+35.0/-39.0 PSF
WL-2000-0122-08-21-24 Rev- PAN 2000 Series 10'-2"wide,+24.3/-24.1 PSF
WL-2000:0122-08-21-241- Rev- PAN 2000 Series 10'-2"wide,+24.3/-24.1 PSF
WL-2000-0194-08-18-20 RevA PAN 2000 Series 16'-2"wide,+18.3/-20.4 PSF
WL-2000-0194-08-18-20L RevA PAN 2000 Series 16'-2"wide,+18.3/-20.4 PSF
Evaluation for Florida FL-16660
WL-2000-0194-18-20L RevA PAN 2000 Series 16'-2"wide,+18.3/-20.4 PSF
WL-2000-0194-08-20-23L RevD PAN 2000 Series 16'-2"wide,+20.4/-22.7 PSF
WL-2000-0194-24-27L RevE PAN 2000 Series 16'-2"wide,+23.9/-26.7 PSF
WL-2000-0194-08-24-27L Rev- PAN 2000 Series 16'-2"wide,+23.9/-26.7 PSF
WL-2000-0218-08-20-23L RevD PAN 2000 Series 18'-2"wide,+20.4/-22.7 PSF
WL-2000-0218-24-27L RevF PAN 2000 Series 18'-2"wide,+23.9/-26.7 PSF
WL-C300-0122-08-21-24 Rev- 300CA Series 10'-2"wide,+21.3/-24.1PSF
WL-C300-0194-08-22-24 Rev- 300CA Series 16'-2"wide,+21.8/-24.3 PSF
WL-C300-0218-08-20-23 Rev- 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 PAN 2000 Series 9'-2"wide,+35.0/-39.0 PSF
WL-2000-0110-41-46 RevC PAN 2000 Series 9'-2"wide,+41.1/-46.4 PSF
WL-2000-0194-08-31-35 RevC PAN 2000 Series 16'-2"wide,+31.3/-34.9 PSF
WL-2000-0194-31-35 RevD PAN.2000 Series 16'-2"wide,+31.3/-34.9 PSF
WL-2000-0194-37-42 RevC PAN 2000 Series 16'-2"wide,+37.4/-41.7 PSF
WL-2000-0194-08-37-41 Rev- PAN 2000 Series 16'-2"wide,+37.4/-41.7 PSF
WL-2000-0218-08-30-33 RevC PAN 2000 Series 18'-2"wide,+30.0/-33.1 PSF
WL-5000-0110-08-40-45 RevE HT 5000 Series 9'-2"wide,+40.0/-45.0 PSF
WL-5000-0110-08-40-45L RevD HT 5000 Series 9'-2"wide,+40.0/-45.0 PSF
WL-5000-0122-08-48-52 Rev- HT 5000 Series 10'-2"wide, +48.0/-52.0 PSF
WL-5000-0194-08-31-35 RevE HT 5000 Series 16'-2"wide,+31.3/-34.9 PSF
WL-5000-0194-08-31-35L RevD HT 5000 Series 16'-2"wide,+31.3/-34.9 PSF
WL-5000-0218-08-30-34 RevD HT 5000 Series 18'-2" wide,+30.0/-33.9 PSF
WL-5000-0218-08-30-34L RevA 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.
2
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 17025:2005 by Laboratory Accreditation Bureau (Certificate
L2378)to perform these test procedures at the 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 HAAS Report#
WL-0600-0110-08-21-24L Test 052714006(DASMA 108)
WL-0600-0110-08-25-28L Test 070615014 (DASMA 108)
Test 070615015 (DASMA 108)
Test 020314001 (DASMA 108)
WL-0600-0110-08-41-46 Test 033114001 (DASMA 108) 033114002 (DASMA 115)
WL-0600-0110-08-41-46L Test 033114003 (DASMA 108) 033114004(DASMA 115)
WL-0600-0122-08-21-24L1 Test 061316015 (DASMA 108)
WL-0600-0122-08-48-52 Test 061316009 (DASMA 108) 061316010 (DASMA 115)
WL-0600-0194-08-22-24 Test 070615019 (DASMA 108)
WL-0600-0194-08-22-24L Test 070615011(DASMA 108)
Test 070615013 (DASMA 108)
WL-0600-0194-08-22-24L1 Test 061316007 (DASMA 108)
WL-0600-0194-08-24-27L Test 020314008 (DASMA 108)
WL-0600-0194-08-31-35 Test 033114009 (DASMA 108) 033114010(DASMA 115)
WL-0600-0194-08-31-35L Test 033114011 (DASMA 108) 033114012 (DASMA 115)
WL-0600-0194-08-37-42 Test 052714014(DASMA 108) 052714015 (DASMA 115)
WL-0600-0218-08-20-23L Test 070615002 (DASMA 108)
Test 070615003 (DASMA 108)
WL-0600-0218-08-20-23L1 Test 061316001 (DASMA 108)
WL-0600-0218-08-24-27L Test 020314009 (DASMA 108)
WL-0600-0218-08-30-34 Test 020314011 (DASMA 108) 020314018(DASMA 115)
WL-0600-0218-08-30-34L Test 020314011 (DASMA 108) 020314018(DASMA 115)
Test 070615004 (DASMA 108) 040615005 (DASMA 115)
Test 070615006 (DASMA 108) 040615007(DASMA 115)
WL-2000-0110-08-21-24L Test 052714003 (DASMA 108)
WL-2000-0110-08-35-39 Test 070615016 (DASMA 108) 070615017(DASMA 115)
WL-2000-0110-25-281- Test 020314004 (DASMA 108)
WL-2000-0110-35-39 Test 020314003 (DASMA 108)
3
Evaluation for Florida FL-16660
WL-2000-0110-41-46 Test 033114005 (DASMA 108) 033114006(DASMA 115)
WL-2000-0122-08-21-24 Test 061316019 (DASMA 108)
WL-2000-0122-08-21-24L Test 061316020 (DASMA 108)
WL-2000-0194-18-20L Test 070615008(DASMA 108)
WL-2000-0194-24-27L Test 020314005 (DASMA 108)
WL-2000-0194-31-35 Test 020314006 (DASMA 108) 020314015 (DASMA 115)
WL-2000-0194-37-42 Test 033114007(DASMA 108) 033114008 (DASMA 115)
WL-2000-0194-08-18-20 Test 070615010(DASMA 108)
WL-2000-0194-08-18-20L Test 070615009 (DASMA 108)
WL-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) 052714010B(DASMA 115)
WL-2000-0194-08-37-41 Test 061316004(DASMA 108) 061316005 (DASMA 115)
WL-2000-0218-08-20-23L Test 070615001(DASMA 108)
WL-2000-0218-08-30-33 Test 052714016(DASMA 108) 052714017(DASMA 115)
WL-2000-0218-24-271- Test 020314012 (DASMA 108)
WL-5000-0110-08-40-45 Test 020314002 (DASMA 108) 020314013 (DASMA 115)
WL-5000-0110-08-40-45L Test 052714004(DASMA 108) 052714005 (DASMA 115)
WL-5000-0122-08-48-52 Test 061316011 (DASMA 108) 061316012(DASMA 115)
WL-500070194-08-31-35 Test 020314007(DASMA 108) 020314016 (DASMA 115)
WL-5000-0194-08-31-35L Test 052714012(DASMA 108) 052714013 (DASMA 115)
WL-5000-0218-08-30-34 Test 020314010(DASMA 108) 020314017(DASMA 115)
WL-5000-0218-08-30-34L Test 070615004(DASMA 108) 040615005 (DASMA 115)
Test 070615006 (DASMA 108) 040615007(DASMA 115)
WL-C300-0122-08-21-24 Test 061316016 (DASMA 108)
WL-C300-0194-08-22-24 Test 061316008 (DASMA 108)
WL-C300-0218-08-20-23 Test 061316003 (DASMA 108)
Installation
Anchorage Requirements:
The door drawings include means to attach the doors to the building structure as detailed
on Sheet 3 of each drawing using an added 2x6 to the face of the garage wall.
The direct mounting of door track on top of drywall'or other non structural material is
outside of the scope of this wind load evaluation.
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 Jambs should be designed (by others)to withstand the loads imposed by door onto the
building.
4
Evaluation for Florida FL-16660
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, HT 2000, HT 800 family are steel polyurethane sandwich doors
These variations are included in this approval:
1-3/8"overall thickness: 610,612,614,616,632,633,660(tested),661,663,664,
670,671,672,673,674,680(tested),681,682,690.
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: 2010,2012,2014,2016,2032,2033,2060,2061,2063,2064,
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 HT 5000 family are aluminum faced polyurethane 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: 5810,5812,5814,5816,5860,5870,5880
The PAN 2000 family of doors are Pan doors
These variations are included in this approval:
25 gage: C2511,R2560(tested),R2561,R2570,R2571,R2572, 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
report does 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 maximum 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 windload 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 (right 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).
NZ
No.
: No.51737
Digitally signed by,John E.Scates, P.E.
:4 ;
�-0 � STATE OF ;��
Date:2016.08.22"9:1-1:08-05'00' i-A "60
John E.Scates, P.E. Z1j//,SIONAL�?6```
FL PE#51737 /!!1111111\
6