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I 'Fy„7 I x FL#. Revi.
660 R7'"
Applicatidn Type on
Code Version, 2017 RECEIVED
Application Status Approved
Comments. MAR
7��9
Archived
Sfi: Iyalo goy[1iyl I'qrMlWfl9.._
Product Manufacturer Haas Door Company
Address/Phone/Email; 320 Sycamore St.,
Wauseon,OH 43567
(419).337=9900 Ext 243'
ffSchwe_itz6f@Kaasdo&.com
Authorized Signature Mark Schweitzer
msctfweitzar.@haasiibor.cdm
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 Recei'yed
Florida Engineer or Architect Name who'developed john E S'cates
the Evaluation Report
Florida License PE-51737
Quality Assurance Entity Architectural Testing; Inc:
Quality Assurance Coritfact.Expiration Date. 12/31/2020
Validated-by Kurt Dietrich PE
ill Validation Checklist-Hardcopy Received
Certificate of Independence FLi6660 R7 COT Cert-of Ind, Scates200 s.Ddf
Referenced SEantiard and Year(of Standard) Standard Year
V ANSI/DASMA 108 2012
ANSI/DASMA 115, 2012
W _ _.... ..a ..,
Equivalence of Product Standards -�
Certified__By..
Sections from the Code
Product Approval Method Method 1 Option D
FL16660 R7. AE E4aOeot r7s.odf
Created by Independent Party:'Yes
16660.12 12..PAN`C2011,C2015;C2410, PAN Serles:sectional pan type garage door, 187'wide;
R2410,C2411,C2415,C2460,
R2460,C2461,R2461,02471,;
112471',02472,112472;C2480;,
112480;C2481,82481;C2482,
R2482;C2511,R2560,R256.1,
R2571';R257.2,R2580,'R2581,
R2582
Limits of,Use .Installation Instructions
Approved for use in HVHZ:No Ff 6666 R7 ti WindLoad install.Suoolement FC FL' §-.M'Approved for'use_outside e HVHZ:Yes FL16660 117' 1L WL-2000-0218-24-27L-rG s.odf
impact Resistalit:No, Verified By:John E:'States'S173.7
Design.PH sin re:+23.9/-26:7• Created by Independent Third Party:,Yes
Other:Glazing is an available optiori for-all the Pan Series Evaluation Repots
product ilsted but does not meet the impact resistant FL16660 R7 AE'EVal11eot F7s.odf
requirement for w-indborne debris regions. Created by Independent Third Party:Yes
- -- - - -
1:6660, 3' 13:HT 660;700;1000,800 ,&900 HT'.Serles sectional Steel'sandwich type garage door"9_'2
Series.. wide;
Limits of Use. installation Instructions
Approved for=use-in HVHZ::No FL16660 R7 II'WindLoad Install;Suoolement <. FL- s.odf!
Approved for use outside HVHZ:Yes. FL16660 -R7'.II-WL-0600-0110-08-41-46-rD s.odf
Impact Resistant:Yes Verified By: John.E,Scates 51737
Design Pressure:+41;1/-46.4' Created by Independent Third_ Party:,Yes
Other: Evaluation Reports
FL16660'117' AE EVaIReoE r7s.odf,
Created by Independent Third Party;;Yes
:16660.14: 14: HT 600,.700;,2000,.800;&"900 .HT-Series-sectional Steel sandwich type,garage,door 92'
Series wide'
Limits of Use: Installation Instructions
Approved,for use in.HVHZ:,No FLf6660' R7 IT.WindLoad Install Suoolernent�C;ril s. -,
Approved for use outside HVHZ:Yes' FL16660 R7 t
-II1 W -0600-0110'08'-41-46L-rF'.s'odf
Impact ResiStantp,Yes Verified By:'John E.;Scates 51737
Design Pressure:.+41x1/-46.4 Created by Independent Third Party-,Yes
Other:_Glazir;g is"an available optionlor the 600 700;2000 Evaluation Reports
&800:SeFies_pr6duct only."It -.does meet the irrpactresistant FL16660 R7'AE EvalRent r'7s:odf
requirement fir-windborne debris Fegion§:_Glazing.is not en Created by Independent.Third Party::Yes
available-option for the 900 Series-product-
16660.15.
eriesproduct:16660.15.) 156.HT 600;700,2:0001,80 01,&-900 HT Series.sectional Steel sandwich typ"e'.garage doo 16'2."
Series wide
Limits of Use, Installatiori InstFuctions
Approved for use in HVHZ:.No; FL16666 R7 ii WindLoad Install Suoolement rC FL s.odf
Approved for use.outside HVHZ:Yes FL16660 R7 Ii WL-0600-0194-08�31=35=rD s.pdf,
Impact,Re$istant Verified By:John E.Scates 51737
Design Pressured.+31.3/-34.9' Created by Independent,Third Panty:;Yes
Other: _ Evaluation Reports
•FL16660 R7 AEi'EvalReot• r7s.odf
_,Created,by Independent,Third Party:Yes
16660.16. i6'.HT 600;;700 2000;800;&`000 HT series sectional Steel sandwich type garage door 162"
Series wide.
Limits of.Usw Installation'Instruction s'
A_WfdVed fdf use in-HVHZ:No 'FL16660 R7-Iii WindLoad Ynstall Suoolement•rt FL s.odf,
Approved ees for use.outsid_ 'HVHZ:.YFL16660--R7• Ii. WL-0600:0194= =335
081- L-rF:3.bdf;
Impact Resistant:Yes 'Verified By:John El,Scates 51737
Design;Pressure:-+31 3/=34:9 ;Created,by lndependentT_hird-Party Yes
Other ,6fazing is an available option:for the 600 700,2000 -Evaluation Reports
&800 Series product_only.It does meet the impact resistant ;FL16660 R7_AE-EvalReot r7s:odf;
requirement-for windWrhe deb-ris regions:.Glazing is not: an Created by,.Independent,Th'ird Party Yes
available option for-tlie'900'Ser1es prodbct:;
1.66.6.0:17 17.PAN C2011,C2015,C2419,, PAN Series section"al pan type garage door 9'2" wide
'112410;,C2411`,.C2415;,C2460;
112460;C2461,112461,;C2471,
112471;02472;112472;,02480;
R248%C2481,R2481;'C2482-,
.112482;02511;R2560',R2561„
R257i,R25.72_;82580;R2581,
112582,
•_L'i.m is of Use Installation instructions
pp oved for use in HVHZ No fC16660 117 II WL 2000 01 SO 41 4fi DD.seodf rC FL-s odf.
ALR7 11 WindLoad Install SLfole(nrit
Approved for,"use outside-HVHZ:,-Yes i FC16660
Impact Resistant:Yes, Verified By:John E Scates.51737
(,Created by IndependentThird.Party:Yes
1 2 3 4 5 6 7 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, F
Top Bracket door widths '
DETAIL A(sheet 2 of 3) Fla Bracket
9
Deteil H(sheet 2 of 3)
M
OD
SINGLE STEEL END STILE
16 Ga Galvanized Steel
E E
r r r Jamb Bracket
Detail F(sheet 2 cf 3)
Slide Lock or Lock Bars ..
Door Height Detail G(sheet2 of 3)
8'-0"Shown ttl V1 Manual door locks are
See chart required unless an automatic
belowforother
an is installed.
863"+/_3" ;-
door heights
543"+/-3"
D 883"+/_3" _ D
r r r
22,"+/-3-
Bottom Bracket End Hinge abut$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 DI"+/-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 ___ _ _ _ _ C
This product has been evaluated per ANSI/DASMA 115-05 (and -12) for large missile impact and cyclic wind jambs. ��(IIIIIIIIIp�
pressure. Supporting structural elements are to be designed by a registered professional \\ 8 k
Model Number engineer for specific wind loads.
HT_60 8 2 60 SERIES Door Total#of Total#of Struts Jamb Bdds NOTICE:drawings are a supplement
HT 61$2 61 SERIES Hei ht Sections per Side 9 PP
to the installation instructions for " PI0.51737
HT 63$2 63 SERIES 8'-0" 3 4 5 a standard door and only covers
H-11-64$264 SERIES 6'-0" 4 5 5 those procedures that vary from
HT 70$2 70 SERIES HT $2_10 SERIES 6'-3", 4 5 5 standard door installation. If
these specific procedures ore not i.0. gT�jE OF j
HT 71$2_71 SERIES HT_12$2_12 SERIES 6'-B" 4 5 8 followed, the door may not
HT 8D$2 80 SERIES HT 72$2 72 SERIES HT_14$2_14 SERIES 6'-9° 4 5 6 perform as designed. / O'•, �.'\2 ,
HT 81&2 81 SERIES HT 73&2 73 SERIES HT 16&2 16 SERIES T-O" 4 5 6
B HT-82&282 SERIES
,HT -&2E3wERIESHT_33$2 33 SERIES SERIES T-3" 4 5 8 ,'�8s N� B
Doorwdths Desi n Pressures End Center Center Center Impad 7'•6° 5 6 6 Digitally signed by John E.States P.E.
Up
To +psf -p Backers Stiles Hin es Soles Hin es Stlles Hin es Resistant Date:2017.09.2916:08:13-05'00' John E Scotes, P.E.
7'-9" 4 5 6 / 2560 King Arthur Blvd. Ste 124-54
10'-2" 49.7 -55.5 single 2 2 1 1 2 2 NO 7'-g" 5 6 6 Lewisville, Texas 75056
12'-2" 41.5 -46.3 Single 2 2 2 2 2 2 NO t3'-0° 4 5 6 SACT RESISTANT Florida P.E. (j 51737
14'-2" 35.7 -39.8 Single 3 3 2 2 3 3 NO 8'-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 only for
18'-2" 24.7 -27.6 Single 3 3 3 3 3 3 NO Maximum section height is 24 in, verification of wind load construction details.
20'-2" 20.1 -22A Single 4 4 4 4 5 5 NO Maximum door height is 16 ft. DESCIOPiIOR:
10'-2" 31.3 34.9 single 2 2 1 1 2 2 YE5 All doors, even those above the tested height, 16rFIT
60,n.2000ion&900S R�
are available with jamb brackets or commercial A 12'-2" 31.3 -34.9 Single 2 2 2 2 2 2 YES full angle. The maximum spacing of the jamb `I°,I 'E ' DESIGN PRESSURE+31.31-34.9 PSP A
14'-2" 31.3 -34.9 Single 3 3 2 2 3 3 YES brackets/track clips should be maintained. DRAWING Ill 1.0600-019"MIJ5 SHEET'I OF 3 UV. D
This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the turrem OIUE OeR 4142014 mMWr t1: MVS
P required for any given site. mc�um4 MODEL(8): See Shect3
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 6
PUSH NUT C14
D HINGE
PUSH NUT 7/16" 2LI WBOTTOM
SCREW
7/16 See DETAIL K for push nut a Ga Galvanized Steel " X 3/4" Hex Washer Head
o See DETAIL K for push nut placement.F placement. P Drilling (3 per Bottom Bracket) FADJUSTABLE TOP FIXTURETEK SCREW BOTTOM BRACKET
12 Go 1/4" X 3/4" Hex Washer HeadTEK SCREW 13 Go Galvanized Steel
Self Drilling (2 per Bracket) 1/4" X 3/4" Hex Washer Head® TEK SCREW Self Drilling (6 per Hinge) PUSH NUT
1/4" X 3/4" Hex Washer Head LOW HEADROOM TOP 7/16"Self Drilling (4 per Bracket) PUSH NUTSee DETAIL K for push nut
BRACKET 7/16..
See DETAIL K for push nutplacement.
DETAIL A LOW HEADROOM DETAIL B
placement. DETAIL C SEAL
E 2n TOP BRACKET 3 1/2" x 4" E STRUT E
18 Go 50 KSI Minimum
INTERMEDIATE HINGE Galvanized Steel
18 or 14 Go Galvanized Steel n JAMB BRACKET
�4 �� 12 Go Galvanized Steel SLIDE LOCK or LOCK BARS
o O o TEK SCREW II1f�II�
1/4" X 3/4" Hex Wosher Head Q o
l� (not-required With operator)
Self Drilling (4 per Hinge) 31., O
0 2 ° TEK SCREW
1/4" X 3/4" Hex Washer
D BOLT & NUT Head Self Drilling (4 per p
NOTE: The location of the TEK SCREW 1/4-20 X 5/8" Carriage Slide Lock)
• intermediate hinges is 1/4" X 3/4" Hex Washer Bolt & 1/4-20 Hex Washer '
DETAIL D indicated by the toggleDETAIL E Head Self Drilling (2 per DETAIL F Nat (1 Per Jamb Bracket) DETAIL G
lock dimples at the top of End & Intermediate Stiles)
each section.
J)B
NOTE: Details on some views omitted for clarity.
wRH ANo°a WITHOUT BRACE Oo 00 Double end stiles and end hardware may be
0 0 0 0 0 01)
required on wider or heavier doors.
C ao oo -
Maximum 31n FLAG BRACKETRESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL DETAIL K ROLLERBOLT �\,o,'%Iogi�;�There should be a 2" Diameter Nominal5/16 X 1 5/8" Lag Bolt ;�COMMERCIAL For Standard, High For Standard, High `s ace of maximum Eleven Ball N (4 per Flag Bracket). N0.51737
For Low Headroom & Vertical Lift & Vertical Lifte P ylon or With 2" Track and With 2" Track and With 3" Track and 1/2" between the roller Ten Ball Steel with
hub and the outside a Minimum WorkableOLT & NUTSingle End Stiles Single End Stiles Single End Stiles 4-20 X 5 8" TrackBoltedge of the roller Shaft Length Shown. /holder Which is set b 1/4-20 Hex Washer Nut
the push nut. y (2 for Horizontal & 2 for
B ° DETAIL H Vertical Track) // s�ONi`1 \�` B
0 John E Scates, P.E,
1 3/8', 1 3/a',2"&3" 2560 Kin Arthur Blvd. Ste 124-54
Min. POLYURETHANE FILLED DOOR SECTION Min. g
p of 1" Minimal 26 Ga Galvanized Painted Steel Skins °f 1� Lewisville, Texas 75056
° ° IMPACT RESISTANT Florida P.E. # 51737
FL#16660.15 Professional Engineer seal provided only for
COMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUN verification of wind load construction details.
BOLT&WASHER VERTICAL TRACK - 2"Nominal
For Standard, High & For Low Headroom With 5/16'X 1 5/8"Lag Bolt&2"O.D. 13 Go Galvanized Steel tested. WOOD JAMB DESCRIPTION:
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 jamb 1G 2"BT LOAD
SE(XrIONAL DOOR
A and Double End Stiles End Stiles NOTE: Jamb bracket must be in approved as an alternate. WIND LOAD$EC7fONAL DOOR
PP fasteners may be counter sunk .I. 1 .1 DESIGN PRESSURE+31-V-X9PSF A
ALTERNATE BOTTOM BRACKETS
direct contact with the 2x6(No to provide a flat mounting
drywall allowed). surface. See jamb attachment {tU�IME ti0:WL0600019408.3]•33{REFN 2 Of 3 {EY. D
NOTE:The bottom bracket tested (shown in DETAIL C)is the lightest bracket NOTE:The flat Washer is not required details on sheet 3 for attaching ss�� DATE Ill 4142014 BRAMBf. MVS
available. _ for angle mount. jambs to the structure. -W.�7
®a�nyr m� MOUEL(S): See Sheet3
1 2 3 4 5 6 7 8
1 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&2_16 SERIES
o E HT 32&2_32 SERIES E
HT_33&2_33 SERIES
HT_10&2_10SERIES
OPENING HT 12&212 SERIES
HEIGHT 2 X 6 GRADE 2 OR BETTER SOUTHERN _ _
PINE JAMBS. HT 60&260 SERIES
SEE CHART FOR WOOD JAMB ATTACHMENT _ _
TO BUILDING STRUCTURE. HT 61&2_61 SERIES
o HT 63&2_63 SERIES
MAXIMUM ON HT 64&2_64 SERIES
CENTER SPACING
D HT_70&2_70 SERIES D
HT_71&2_71 SERIES
FIRST FASTENER a to 10" HT 72&2_72 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 HT_82&2_82 SERIES C
WOOD JAMB ATTACHMh4N�lnmtmm�Mebmun tuioweNe HT_90&2_90 SERIES \\ �!•qC��////
Buildin FastenerT Mw \\ /
$tNChlrge YPe EmOeLmerQ Ed Gainer on ackq Terelm \ /
Dsma�soe�mo spathe tom HT 900 SERIES \\\ �Q,y�pESNAEi•.•tP /.,
Min.2500 PSI to Tepoon+PLUS) 2• 2,50' 5.00' 24' 551 •: i
4000 PSI Concrete 1/4'w1 l'O washer _ %I No.51737
Southern Pine 1 1138'80D washer 1.50' 1.50' 1.50' 24' 620
Spruce Pure Fir 3/8'Leg w/ 1.50' 1.50' 1.50' 24' 482 j p • OF , \
1 11W OD washer �i 0, •.!�LORIQP','4� .
B NOTE:2X8 mounted to the wall must be Southern Pine Grade 2 or holler. ////�Ss�ONi;��\�\ B
John E Scutes, P.E.
2560 King Arthur Blvd. Ste 124-54
Lewisville, Texas 75056
IMPACT RESISTANT Florida P.E. # 51737
FL#16660.15 Professional Engineer seal provided only for
verification of wind load construction details.
OESBRIPTION:
16'2'HT 600,700.2000,800 @ 900 SERIES
A WIND LOAD SEMONAL DOOR
E DESIGN PRESSURE+31-/-34.9PSF A
ONIIYIINO NLL-WL-OM19408-31.35 SNEEf:3 OF 3 MY. D
ffp rFro.. DATE ONN: 4/4/2014 NRNYINNT: MVS
.mer 114
®crnryrTn� MODEL(S): See Sheet 3
1 2 3 4 5 6 7 8
1--- — 2 — 3 — 4
FASTENER TO CONTINUE
i PASTHEADER -� MODEL NUMBERS AND IMPACT LITE OPTIONS
F I 7! -� •—' LITE OPTIONS AVAILABLE !
_
IFMODEL NUMBERS LARPIAGET '.L1kIpMEORICAN
HOUSE
I'TAN00GO—Exc-C111 TMAVAILABLE 24x12 24.6 nON '
—2 X 6 GRADE 2 OR BETTER SOUTHERN—. I ! WOOD JAMB ATTACHMENT HT_ta&2_14 SERIES --T— T—t— '
I PINE JAMBS.
' SEE CHART FOR WOOD JAMB ATTACHMENT ! j Building I I Minimum�rAloaaum!M1111— Minimum A11-bn HT_16&2 16 SERIES• i
° SWctura I Fastener Type 'EmErdmmx; Edg, on Cemer on cww emlon l
_I TO BUILDING STRUCTURE. ° _—_ IDRur I spmog S.—g Loi HT_32&2 32 SERIES I
+ ! i HT 33&2 33 SERIES
1 Mtn.2500 PSI to Tapcon+(PLUS) 2' 2.50°i 5.00' 24" I 551 - - — r—
I i I I ;4000 PSI Concrete 1.W"wl 1"OD washer
! HT 10&2 10SERIES ' X I X X '
I ° I
Southern Pine 318'Lag wt I HT 12&2 12 SERIES I
1 118"OD washer I 1.50• 1.50" 1.50° 24' fi20 - _ I
OPENING OPENING HT_60&2_60 SERIES X i I
HEIGHT WIDTH i Spruce Plne Flr i 318°Lag wl I 1,50' 1.50' 1.50• 24" 482 —
E ° I 1 116°OD washer ' I I I HT 61 842 61 SERIES X
HT_63&2 63 SERIES X E
iMAXIMUM ON NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better.
CENTER SPACING HT_64&2 84 SERIES X
I ° HT_70&2_70 SERIES X
HT_71&2_71 SERIES X
ABOVE THE FLOOR I
I—!
FIRST FASTENEROOR to 10" HT_72&2_72 SERIES X
I HT 73&2_73 SERIES X
HT_74&2_74 SERIES X
HT_80&2_80 SERIES X
HT_81&2_81 SERIES X•
D IZ Iz iz HT_82&2_82 SERIES X D
HT_90&2_90 SERIES X
AIL..r_..Roo sW.rs RX
---fff111 3112° 38112' 1712' 39 314°
I x 11'.110
2 112° x 10 112° x 10 12" x
VI' LIE DAY LIGHT OPENING(OLD)-WIRE x TALL
SECTION NOTE:ALL LITES CONSIST OF INSIDE AND OUTSIDE ALUMINUM FRAMES
AND A POLYCARBONATE INSERT WITH MACHINED GROVES.
NOTE:IMPACT LITES NOT AVAILABLE IN 800 SERIES DOORS.
LIE LIE
C
SE ION SEC I ION
� C
LIE LIE LIE L E
I SE ION SE ION SE ION SE ION
I
LIE LIE LIE L E LIE
SE ION SE ION SE ION SEC ION SE ION
B LIE LIE LIE L 1 E. LIE LIE B
SEC I ION SE ION SE ION SE ION SE!] SEC ION
John E Scales, P.E.
2560 King Arthur Blvd. Ste 124-54
I Lewisville. Texas 75056
IMPACT RESISTANT Florida P.E. b 51737
Professional Engineer seal provided only for
I I FL#16660.16 verification of wind load construction details.
DESCRIPTION:
16'T n r w.7oo.two d11oo smirs WWPACT RF IMw LITESA
A ;ppa.� ITT Wo SERIFS WIT110LT LRF;WIND LOAD SFC110NA1.DOOR
]SECnONs 4SECnONS SSECnONS 45ECnON9 SSECnONS 55ECnON985EOnONS SSECTIONS BSECTIONS 7SECTONS ?SECTIONS )SECTIONS 7SECIIONS SSECTIONS SSECTIONS SSECTIONS SSECTIONS SSEC IONS �'� DESIGN PRESSURE-31..-34.9 PSF A
WITH LITE SECTION AT TOP WITH LITE SECTION ANYWHERE EXCEPT THE TOP AND BOTTOM SECTION ORRW1Ba110_WL-0600-0194-08-31-35L AM 11
STRUT CONFIGURATIONw— irse DRAWN Br: nIVS DRTE DRAWN:K'7A4 REV.DATE: R'3!IR
o celwlrn7014 MDDEL(S): Scc Shcct 3 SHEER 3 OF 31
1 2 3 4 5 6 7 g