HomeMy WebLinkAboutProduct Approval 10/7/2019 Florida Building Code Online
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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL#
�- FL26660-R10
Application Type Revision
Code Version 017
_a Application Status Approved
x
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
F
mschweitzer@haasdoor.com
' Technical Representative
. . :t
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
r
Florida Engineer or Architect Name who developed the John E, Scates
{
Evaluation Report
r x Florida License PE-51737
e_ Quality Assurance Entity Architectural Testing, Inc.,an Intertek Company
Quality Assurance Contract Expiration Date 12/31/2020
f
z �
Validated By Kurt Dietrich PE
51 Validation Checklist- Hardcopy Received
Certificate of Independence FL16660 R10 COI Cert of Ind Scates2018 &p-9
Referenced Standard and Year(of Standard) Standard
Year
ANSI/DASMA 108 2012
ANSI/DASMA 108
2017
*, ANSI/DASMA 115 2017
M,4'4 1 ANSI/DASMA 115 2012
�� - TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
https://floridabuiIding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgsHepng4%2fS6e4gonT4z%2fE8EyDECv%2fIYShVMnWoY10PYgAp/o3d%3d 1/3
10/7/2019 Florida Building Code Online
+� Sections from the Code
Product Approval Method Method 1 Option D
za
: . Date Submitted 08/15/2018
>✓ - ^
Date Validated 08/16/2018
Date Pending FBC Approval 08/21/2018
Date Approved 10/08/2018
` Date Revised 07/23/2019
to summary:of P oducts E �`j r �"�' Y " °x, 33'. a }k z K.
0 YUp 4Z,
z
�, � ,� •� FL# r � Model, Number or Name' , Descrlptlon j ' `�
16660.21 21. HT 600, 700, 2000&800 Series HT Series sectional Steel sandwich type garage door 18'2"wide}
4 Limits of Use Installation Instructions
Approved for use in HVHZ: No
PP FL16660 RIO II WL-0600-0218-08-20-23L1-RevC s pdf
{
roved pP for use outside HVHZ: Yes Verified By: John E. Scates 51737
A
Impact Resistant: No Created by Independent Third Party: Yes
t Design Pressure: +20,4/-22.7 Evaluation Reports
Other.Glazing is an available option for the 600, 700,2000& FL16660 R10 AE EvalRept HT r10 s.pdf
800 Series product only but it does not meet the impact Created by Independent Third Party: Yes
A
resistant requirement for windborne debris regions.
16660 22 22 NT QQO 700 2000,804,& HT Serres sectional Steel sandwich typo gafage dont 18'2-`verde
Anencan,Tradition 9Q0 Ser,eS
Limits of Use Ins#�iUat�on Instructions
Approved for use m HVHZ No FL!(i66Q`RiQ Ii WL[1600 02I8 08 24 27L ReyI s df
&:- Approved for use outside HVHZ.Yes Ver�fled By 7ahn f? Si ares 51737 P
Impact Resistant No Created by Triiiependent third Rorty Yes
��'� � � g / Evatuat�on Reports
_ � � Qes� n Pressure'-F23 9 26 7
u f)ther Glazing is an availaiiie optlnn for the_600, 700r 20pQ FL16660 R!0'AE Ev;3lRept H7 r!0 s pdf
8(a0&Amer�tan Tradrkion 900 Series product but it does not Created by Indepantleiat Third-Party Yes
rx% et the irr►patt resiskant requirement for windborne tlebns
'� - 16660.23 23 HT 600 700, 2000 800,& HT Series sectional Steel sandwich type garage doo 18'2" ide
American Tradition 900 Series
" Limits of Use
Installation Instructions
Approved for use in H No FL16660 R10 II WL-0600-0 8-08- 0 34 R v c p
Approved for us ide H Z: Yes
Verified By: John E. Scates 51737
K Impact Resists :Yes Created by Independent Third Party: Yes
Design Pressu e:+30.0/-33.9
,� �, Evaluation Reports
Other
� � FL16660 R10 AE EvalRe t HT r10 s.pdf
* Created by Independent Third Party: Yes
16660 24 24 HT 600; 700,2000,&800 Serres_ H1 Ssnessectronal Steel Santlwrch type garage donri8`2":.wade
-i Limas of Use - -
- _ installation Inst�uct�ons
'$ } ApprovecJ6forusem HVHZ No Fl! 6D R14 II WL 0 -
66 600 0218 i18 30`3�M1L RevD s pdf
€� ,� `� Improvedfor use nutside�HYHZ Yes Venhed By John E Scates 51737
� :7� � + ,pact Res,Stan# Yes Erected by independent Th4rd Party Yes
f Design Pressure3Q 0/ 33 9 Evaluation Reports
g Other Glazing is art avatlatile opiaon for the 600,700:'&2000 _ FC1666Q Rib"`:AE EvalRept HT r10 s,odf
Serres productbnly'ItdnesTneetthe.impattresjstant:` G7eaked by7ndependentTh�rd Party Yes
' requiremerft for windborne debrss regions Glazing is not an
_
,„�. , �, Y� ,, ava,table npttnn for:the.80p Series product. '
16660.25 25. HT 600, 700&2000 Series H
T Series sectional Steel sandwich type
garage door 18'2"wide
* Limits of Use Installation Instructions
T Approved for use in HVHZ: No FL16660 RIOPdf
11 W I-nFnn-m,a_nn-�n_jai, u
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 600,700&2000 FL16660 RIO AE EvalRept HT r10 s.pdf
Series. It does meet the impact resistant requirement for Created by Independent Third Party: Yes
windborne debris regions.
Go gage a 3 { }s
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQMDgsHepng4%2fS6e4gonT4z%2fE8EyDECv%2flYShVMnWoY[OPYgA%3d%3d 2/3
1 2 3 4 5 6 7 8
Door Width 18'-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
p Bracket door widths
/DETAI'I'A(sheet 2 of 3)
Flag Bradtet
• • ••••-• -••• Detail H(sheet2of3)
a
SINGLE STEEL END STILE
16 Ga Galvanized Steel
E r r eE
Jamb Bracket
Detail F(sheet 2 of 3)
Door Height Slide Lock or Lock Bars
8'-0"ShownDetail G(sheet 2 of 3)
Monuol door locks are
See chart required unless on automatic
below for other u operator is installed. t
"
door heights 662 +/-3"
5#'+/_3"
D 382'+1-3" — D
•r r e
22Z"+/-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) 1o102-'"+/-3"
C This product has been evaluated per ANSI/DASMA 108 for static air pressure. Jamb bracket quantities shown ore for use with grade 2 or better southern pine jambs. __ C
This product hos been evaluated per ANSI/DASMA 115 for large missile impact and cyclic wind pressure. Supporting structural elements are to be designed by o registered professional engineer
for specific wind loads. \�. 9 //
Model Number �t CE: `Ca; E /HT /
HT 60$2 6 SERIESSERIES Height Sectional#s of Struts Brkt Side JambThese drawings are a supplement to the ��\`.� ��Ea+F`��.,''%
HT_63&263 SERIES installation instructions for a standard door i
6'-0" 3 5 5 No.51737
and only covers those procedures that vary � e �
HT 64&2_64 SERIES 6'-0" 4 6 5 from standard door installation. If these :'
HT—70&2_70 SERIES HT_10&2 10 SERIES 6'-3" 4 6 5 specific procedures are not followed, the
HT 71&2 71 SERIES HT 12&2 12 SERIES 6'-0" 4 6 6 door may not perform as designed- �.p a STATE OF i/(/.�
HT
HT--P1&281 SERIES HT-73&2_73 SERIES HT 16&216 SERIES 7'-0" 4 6 6 jpO����lOR1QQ%'Q�� --'_
B HT-82&2_82 SERIES HT 74&2_74 SERIES HT 32&232 SERIES 7'-3" 4 6 6 ��/SS/QpjA1.��\�` B
HT-90&290 SERIES American T.diuon RaosFmFs HT-33&2 33 SERIEST-6" 4 6 6 ,�/�(II I �,,```
Digitally signed by:John E.Scates P.E:
Door Widths Desi n Pressures End Center Center Center Impact 7'-6" 5 8 6 John E Scales, P.E.
Up To +psf psf Backers Stiles Hinges Stiles Hinges S81es Hinges Resistant 7'-9" 4 6 6 Date:2018.08.10;08:12:59-05'00' 2560 Icing Arthur Blvd. Ste 124-54
12'-2" 44.7 -50.6 Single 2 2 2 2 2 2 NO T-9" 5 8 6
Lewisville, Texas 7
14'-2" 38.4 -43.4 Single 3 3 2 2 3 3 NO 8'-O" 4 6 6
IMPACT RESISTANT Florida P.E. / 517377
16'-2" 33.7 -38.1 Single 3 3 3 3 3 3 NO 8'-0" 5 8 6
18'-2" 30.0 -33.9 Single 3 3 3 3 3 3 YES FL#16660.23 Professional Engineer seal provided only for
20'-2" 24.3 27.5 Single 4 4 4 4 5 5 NO Maximum section height is 24 in. verification of wind load construction details.
Maximum door height is 16 ft. DESCRIPTION:
22'-2" 1 20.1 -22.7 Single 5 5 4 4 5 5 NO iRx^1lrEoa,700,2000,R00SERIESR9005ER1E5
All doors, even
A 12'-2" 30.033.9 Single 2 2 2 2 those above the tested
2 2 YES height, ore available with jamb brackets ur r WITHOUT LITPS WIND LOAD SECTIONAL DOOR A
'I' 3
14'-2" 30.0 -33.9 Single 3 3 3 3 3 3 YES or commercial full angle. The maximum DESIGN PRESSURE+30.01-33.9 PSr
18 3 3 3 3 3 3 YES s track ` DRAVARDRa:WLf0600-0218-08-30-34 REP. a
'-2" 30.0 -33.9 Single Pakin 9 of the jamb brackets/
clips should be maintained. fm11P.- URAWNAT: MVS DATEORWIt 419/14 REV.DATE 8/3/IR
This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the Vo�m 435"
PSF required for any given site. ®e"RRgenlii MODEL(S): SeeShect3 SHEEf:lOF3
1 1 2 3 4 t 5 6 7 1 8
I
2 3 4 5 6 7 8
PUSH NUT PUSH NUT 24END HINGE
7/16" 7/16" TEK SCREW
/ See DETAIL K for push nut 14 Ga Galvanized Steel 1/4" X 3/4" Hex Washer Head
o See DETAIL K for push nut placement. Self Drilling (3 per Bottom Bracket) F
F � placement, °
IT ADJUSTABLE TOP FIXTURE TEK SCREW ° BOTTOM BRACKET
12 Go 1/4" X 3/4" Hex Washer Head TEK SCREW 0 p 13 Go Galvanized Steel
Self Drilling (2 per Bracket} 1/4" X 3/4" Hex Washer Head X
TEK SCREW Self Drilling (6 per Hinge) PUSH NUT
.9
1/4" x 3/4' Hex Washer Head LOW HEADROOM TOP 7/16'
Self Drilling (4 par Bracket) O PUSH NUT See DETAIL for push nut
BRACKET 7/16" placement.
See DETAIL K for push nut
DETAIL A DETAIL B placement. DETAIL C BOTTOM SEAL
LOW HEADROOM
E
E 3 TOP BRACKET
2-" 3 1j2" x 4" E STRUT
4 16 Go 50 KSI Minimum
INTERMEDIATE HINGE Galvanized Steel
° 18 or 14 Go Galvanized Steel 4"- JAMB BRACKET
12 Go Galvanized Steel SLIDE LOCK or LOCK BARS
o®o TEK SCREW IF(not required with operator)
SelfX 3/4" Hex Washer Head ? 1 0
Self Drilling (4 per Hinge) 3_n
0 2 o TEK SCREW
1/4" X 3/4" Hex Washer
NOTE: The location of ---I BOLT & NUT Head Self Drilling (4 per p
D the intermediate hinges is TEK SCREW 1/4-20 X 5/8" Carriage Slide Lock)
indicated by the toggle 1/4" X 3/4" Hex Washer BOLI & 1/4-20 Hex Washer
DETAIL D lock dimples of the tap DETAIL E Head Self Intermediate
(2 per DETAIL F Nut (1 per Jamb Bracket) DETAIL G
of each section. End & Intermediate Stiles)
ID(2
00. NOTE: Details on some views omitted for clarity.
WITH AND
WITHOUT BRACE Double end stiles and end hardware may e
ao o° o° Urequired on wider or heavier doors.
00 o o °oc a 0 0 o Maximum 1 3-" FLAG BRACKETX.
DETAIL K ROLLER BOLT ``r �RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL Ttlere should be a 2" Diameter Nominal5/16 x 1 5/8" Log Bolt = 7iCOMMERCIAL_ For Standard, High For Standard, High (4 per Flag Bracket). :�- NO..rf�7.For Low Headroom & Vertical Lift & Vertical Lifte space of maximum Eleven Ball Nylon or i. 0k=
With 2" Track and With 2" Track and With 3" Track and 1/2" between the roller Ten Boll Steel with �' �Sin le End Stiles Sin le End Stiles Sin le End Stiles hub and the outside o Minimum WorkableOLT & NUT9 4 4 /4-20 X 5/8" Track Holt i'�'�edge of the roller Shaft Lengtfi Shown.holder which is set b 1/4-20 Hex Washer Nuty for Horizontal & 2 for r/.+� • �}' 1 •'{v!\\
B ° the past nut. DETAIL H Vertical Track) ,////SS/(0 i;� a
D 1 3/8", 1 3/4", 2"&3" John E Scales. P.E.
Min. paLYURETHANE FILLED DOOR SECTION Min. 2560 King Arthur Blvd. Ste 124-54
p
of 1" Minimal 26 Go Coivanizod Pointed Steat Skins °f 1" LBWISVi#Sa, Texas 75056
o ° ° IMPACT RESISTANT Florida P.E. N 51737
UE3FL#15664.23 professional Engineer seal provided only for
verification of wind load construction details.
COMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUTY BOLT&WASHER VERTICAL TRACK - 2"NominalDESCRIPTION:
For Standard, High 8c For Low Headroom With 5/16'x t 5/s"Lag Boit&z"aa. 13 Go Galvanized steel tested. WOOD JAMB 18'rHTr,oa,700,2000,xassERTBsasWSERIES
Vertical Lift With 3" Track 3" Track and Double x 7/16" I.D. Flat Washer 3"Nominal 13 Go is also The vertical wood jamba tt'TTHOUT LITES WIND LOAD SEMONAL DOOR A
A and Double End Stiles End Stiles NOTE: Jamb bracket must be in approved as an alternate. fasteners may be counter sunk "+ t1¢ DESIGN PRESSURE-30.d33.9PSP
ALTERNATE BOTTOM BRACKETS direct talloott with the 2.6 (No s provide a flat ja mounting .. g
drywall allowed), surface. See iamb mounting
DMWIRD N0.:WG0600-0218-OS-30-34 REY. 0
NOTE:The bottom bracket tested (shown in is the lightest bracket NOTE:fie tint*a her is not required details on sheet 3 for attaching am ryeome DRAWN iT: MVS DATE DRAT 419!!4 REY.DACE R/3r25
DETAIL a} 9 for angle mount. jambs to the structure, vocm,om'ir
available. a er�ynmtn MODEL(s) See Sheet 3 BNEEi:2 OF 3
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
FASTENER TO CONTINUE MODEL NUMBERS
F PAST HEADER
MODEL NUMBERS AVAILABLE F
o HT 14&2_14 SERIES
HT_16&2_16 SERIES
HT 32&2_32 SERIES
HT 33&2_33 SERIES
HT-10&2_10SERIES
E HT_12&2_12 SERIES
HT 60&2 60 SERIES E
HT_61&2_61 SERIES
OPENING 2 X 6 GRADE 2 OR BETTER SOUTHERN HT_63&2_63 SERIES
HEIGHT PINE JAMBS. o HT 64&2_64 SERIES
SEE CHART FOR WOOD JAMB ATTACHMENT
TO BUILDING STRUCTURE. HT 70&270 SERIES
o HT 71&2_71 SERIES
MAXIMUM ON
D CENTER SPACING HT_72&2_72 SERIES
HT_73&2_73 SERIES D
HT-74&2_74 SERIES
FIRST FASTENER4°to,0° HT 80&2_80 SERIES
ABOVE THE FLOOR OPENING
WIDTH HT 81&2_81 SERIES
HT 82&2_82 SERIES
HT 90&2 90 SERIES
American Tradition 900 SERIES
C
xx
WOOD JAMB ATTACHMENT
Huilding MlnMum MWmlun Mlntrnum MaxMum Albroable '• V ,��
Structure Fastener Type Embedmam EdOe on tamer on Cerner ranelon .
oislM Spackv Scadml Iwd ; N0.6173 1
Mln.2500 PSI to Tapcon+( LI1S) 3 SECTIONS 4 SECTIONS 5 SECTIONS 6 SECTIONS 7 SECTIONS
DD 2" 2.50" 5.00' 24° 551 �°0 STATE_
4000 PSI Concrete 114'wl 1'O washer HIGH HIGH HIGH HIGH HIGH i � � OF'
318"Lag w/
Southam Pine 1.50" 1.50° 1.50" 24" 620 ;��•� �C�R�C
1 il6'OD washer \ \
B Spruce Pine Fr 3/8"Lag w! 1.50" 1.50" 1.50" 24° 462 ss/•��••���` B
STRUT F
OD washer CONFIGURATION ���//��oNl \\����
NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better. John E Scotes, P.E.
2560 King Arthur Blvd. Ste 124-54
Lewisville, Texas 75056
IMPACT RESISTANT Florida P.E. # 51737
FL#16660.23 Professional Engineer seal provided only for
verification of wind load construction details.
{ DESCRIPTION:
„ IR 2"HT 600,700,2000,900 SERIES&900 SERIES
A yy WITHOUT LUES WIND LOAD SECTIONAL DOOR
I jil DESIGN PRESSURE+30.0'-33.9 PSF A
DRUDIxDrta:WLr0600-0218-08-30-34 III G
unsp— DRAWN B7: MVSDATE DIUWrt;/9114REV.DATE: SA/18
e�,Om�mn
MODEL(S): See Sheet 3 SREEr:3 OF 3
m easnn�u
1 2 3 4 5 6 7 8