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Product Approval
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FL# r-L16650-R7 IYI'r'1R 07 2022 ". ..
Application Type Revision
Wit;Lip
Cndc Version 2026 County
`P2rmifting
Applicai?on Status Approve)
' Coitvnents -
Amhived
Produr t lenufac u er 'Fioas Door Comp'.'
Address/Phone)Email 320 Sycamore SL., F1 &-t C Py
Wauseon.OH 43567
{419)337-990D Ext 243
nt_5chv:ciice:r;�;haascoor.cam
Authorized Signature Mark Sett+, ettzer;
ansch::eltzer'h3asdoo-.com
Technical Repre ^_ntative
Address/PhonciEniatl
Quality Assurance Representative
Addrrss/Phane/Email
- .. Category - Exterlcr DcurS"• - - -
Subcategory Sectional Exterior Door Assemb:ie5
Compliance Method '.Evaluation Report-iron a Flnrida.Regfstered ArchitecCbr a Llcen_ed Florlcfa
Professional Engine.er
=_valuation Report-Hordcopy.Rtceived
Florida Enoincer or ArchltccL Name,vrho deVelooed the,John°,Scatcs'
`'Evaluation Report
Florida License c f?E 51737
Quality'Asstirarce Entity Architecturat testing,inc,;an[ntertek Company
Quality Assurance Contract Expiration Date 12/31/2023
Validated by ` iQaK Dietrich PE
.' Vulidaticn;Chec4;Cst-Hardcnr:y Received
Certificate of Independence FL16G50 r.7 (701 i cf-Ind ,tac s s.ori
Reverenced Standarc.end Year,(of Standard) Standard Year
ANSVI)ASMA.108 2017
AN511DASI.1A 1D$' 2012 -
ANSI!DASt•IA 115- 2017
ANSIJDASMA 115 2012
TAS 201 1994'
2 99 TAS
4
^
TAS 203 1994
Equivalence of Pr, Standards
Cartifiad By;
Sections from the Code
R2571, R2572,112S80,R2581, 1
j !R2582 y
Limits of Use 1 Installation.Instructions
Approved for use in HVHZ:No i =l 1 fiC:SO R7 1: WL-70�1C-+6_94-03.2;-28L-Rc,L) odd- i
Approved for use outside HVHZ:Yes i Verified By:John E.States 51-737 i
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: 24.61-27,6 ;Evaluation Reports
1 Other:Glazing is an available option for all PAIL Series { FI i!;656 R7 AF F',•alRertPANI s pet
i products listed but lianas nu',meet the 1Inpa--t resistant Created by InteDa ttientTFard,Pariy:Yes
i requirement for trindturr,e debris regioris.
116650.20 20.PAId C2Oi 5,C2015,C2410, i PAN Sencs sectional par..vpr_garage dour 16W t ide
R2.110,C2411,C2415,C24fiDe t
!R7.160,C2<E1,.R2461„C2471,
R2471,C2472,R2472,C2-SD, 3,
R2.180,.C�481,R2,81,C24F.2,
R2482,C2511,R256O,R2561,
I j
4 �R2571,R2572,R2580, R2581;
i ;R2582
Limits of Usc ;Installation Instructions
I Approved for use in HVHZ: No FL16650 [1-7 II t,.JL-2000-0194-31-35-RcAl dt
i Approved for use outside HVHZ:Yes j Ver-u"led By: Win E.Scalds 51737
Impact Resistant:Yes : Created by independent Third Party: Yes
Design Pressure: =31.11-34.9 1 Evaluation Reports
` Other: Pi 1nn50 r�7 i.F 7,pff
Created by IndependentTnird Patty: Yes
Gdto Page � �:Pa{1e 1!2
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Fork:.5. 04. Cctnrr:. -.I .rez I:ca..cd�-'e.Lhepter•155 r :v5[OIo,i J?'.1E O`?a'tn5•?a: i!h an pna'1 aZdn.,;,'tnce ha•:e ca ne i:-1,C;Ci rC_G„Maybe LSCL( -::ICL:1 CUr�r.,:,•nlpa:JP!'�t itn: tense:.Hew--,,[YP911 eddle5]ES 2 e 7:'Jr.. r,::g15^,to su:6:Y❑prrcpnl,epees y p1N,e
. prc"Wc Ike.^.rCartrrlrr.:v,,:h an aeon aepre......ScS ern to n'eds eo.!_71e to tIr? e fic.t.frr vrvJc•Crap;r,•C ;5s.,p!ecr_cLck n_e.-
Product Approval Accept.: -
Credit Card
Safe
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 ,Hind load rating of the door. F
Top Bracket door widths. .
DETAIL A(sheet 2 of 3) Fla Bracket
g
Detail H(sheet'2 of 3)
00
� r
i
E E
r i Jamb Bracket
Detail F(sheet 2 of 3)
Door Height. slide Loak ar Loak ears
7'-0"Shown e , ManDa'l G(sheet 2 door locks of e uol
See chart required unlesJ an automatic
r "If 1 , operator is installed.
below forother 5s�"'+/-3"
door heights 54#"+/ 3"
D 38,1" D
l r r r
221'+/_3„
01
Bottom Bracket �End'Hinges ;Struttrut 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(sheet2 of 3) 102"+/-3"
C 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
This product has been evaluated per ANSI/DASMA 115 for large missile impact and cyclic wind pressure.
jambs.
Model Number Supporting structural elements Ere to be designed'by a registered professional
engineer for specific wind loads,
PAN.C2460 R.R2460 SERIES
PAN C2410b R2410 SER PAN..C2461 S R2461 SERIES NOTICE:
PAN C2480 6 R2480 SERIES PAN C2471$R2471 SERIES Door Total#of Total#of Shuts Jamb BrMs these drawin a ore o
Hal ht Sections er.Side g•
PAN C2481 6 R2481 SERIF PAN C2472&R2472 SERIES PAN C2011.SERIES 6'-0' 4 4 5 supplement.t0 the installation
PAN C2482 A P2482SERIE PAN R2560 SERIES PAN C2015 SERIES instructions for a.standard ;door
PAN R2580 SERIES PAN R2561 SERIES PAN C2411 SERIES 6'-3" 4 4 5 and only covers those.
B PAN R2581.SERIES PAN R257.1'SERIES PAN C2415 SERIES 6' ta.-6" 4 4 8 procedures that. vary from B
s
PAN 122582 SERIES PAN R2572.SERIES PAN`C2511:SERIES 6'-9" 4 4 installation. If
6 ndard door these specific procedures ore
Door Widths Design Pressures Minimum Center Minimum Center Minimum Center Im ad T-O" 4 4 6 not"followed, the.door may not
Up To +psi ps End Stile Stiles Hin Stiles Hln es Stiles Hin es Resistant T 6" 5 5 7 perform as designed. Z560 King ohn E Scates, P.E.
ng Arthur Blvd. Ste. 124-54
10'-2' 49.7 - -55.5 Single 4 2 3 1 1 5 2 NO 7'.-9" 5 5 7 Lewisville; Texas 75056
12'-2° 41.5 46.3 Single 5 2 5 2 5 2 NO, I B'-D" 5 5 .7 IMPACT RESISTANT Florida P.E. # 51737
14'-2" 35.7 -39.8 Single 6 3 5 2 7 3 NO Maximum section height is 21 in,
16'-2" 31.3. -34.9 Single 7 3 7 3 7 3 YES. Maximum door height is-'16 ft. FL#'16650.20 Professional Eng verification of Wind load construction details.
ineer•seal provided only for
18'-2° 24.7 -27.6 Single 7 3 7 3 7 3 NO All doors; even those above the tested height,
20'-2" 20.1 -22A Single 9 5 9 5 11 5 NO are available with jamb brackets or commercial DESCRIPTION:
full angle: The maximum spacing of the jamb " 16'T'PAN 2000 SERIFS WIND LOAD
1D'-2° 31.3 -34.9 Single 4 2 3 1 5 2 YES • SECTIONAL DOOR
A 12'-2° 31.3 -34.9 Single 5 2 5 2 5 2 YES' brookets/bock clips should be maintained. pat I DESICN.PRESSURE+31:V-34.9 PSF A
14'-2" 31.3 34.9 Single 6 3 1 5 2 7 3 YES. oNnllxsNn WL2000O194-31-35 NEv. N
This product is designed and sold by.PSF• The AHJ or Engineer of Record is responsible for determining the F—�
ties.° aNE1NN BF. MVS UTEURAWN:4/17114 .EV.Da7E 7/&19
PSF-required for any given site. - rPil_in'e'% MODELS: See(� Sheet3 SHEETo-I OF.3
1 2 3 4 5 6 7 8
1 2 3 4, 5 6 7 9
END STILES PUSH NUT
7/1C' 24' END HINGE 1/4" X 3/4" Hex Washer Head
16 Go.Galvanized Steel ,See-DETAIL K for push nut 14 GoGolvanized. Steel Self Drilling (3 per Bottom Bracket) '
IF Oo PUSH NUT placement: TEK 7/16 SCREW, F
/4"Hex Washer Headq
_P
BOTTOM BRACKET
1/4
- See DETAIL K for push nut TEK SCREW ° ° Self Drilling (6.per Hinge) 13 Go Golvdnized Steel
placement. 1/4" X 3/4" Hex Washer Head
Self Drilling (2 per Bracket) - NOTE: This screw should be
ADJUSTABLE TOP FIXTURE PUSH NUT
a
12 Go n O located below the prepunched hole 7 16"
0 8. LOW HEADROOM TOP o and 9 through the hinge,end.stile See
DETAIL K
for push nut
TEK SCREW UU RACKET and skin edge placement.
1/4" X 3/4" Hex Washer Head PUSH NUT BOTTOM SEAL
Self Drilling (4 per Bracket) PUSH
DETAIL A LOW HEADROOM DETAIL B See DETAIL K for push nut DETAIL C
E TOP BRACKET placement. E
24 3 1/2" x 4" E STRUT
INTERMEDIATE STILE 18 Go 50 KSI Minimum
16 Go,Galvanized Steel Galvanized Steel
�4"7� JAMB BRACKET
12 Ga Galvanized Steel LOCK or LOCK o,®o •'Q`, a SOottEre aired With operator)
ARS
INTERMEDIATE HINGE Q P )
18 or 14 Go Galvanized Steel � �32' O
°
TEK SCREW
TEK SCREW `1 BOLT & NUT oQa 1/4" X 3/4" Hex Washer
D- 1/4" X 3/4" Hex WoSher Head 1/4-20 X 5/8" Carriage Hlidd Self Drilling (4 per p
TEK SCREW Slide Lock)
Self Drilling (4.per Hinge) 1/4" X 3/4" Hex Washer
Bolt &"t/4-20 Hex Washer
DETAIL D DETAIL E Head Self Drilling (2 per DETAIL F Nat (, Per Jamb Bracket) DETAIL G
End &:Intermediate Stiles)
0o o0o NOTE: Details on some views omitted for clarity.
° —WITH AND
O WITHOUr GRACE 00 00 ° Double, end Stiles and and hardware may be
a as Q provided on wider or heavier doors.
0 0 09 C
c ° o ao o Maximum � L 1
32" FLAG BRACKET
°o 1/2"
RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL DETAIL K ROLLER BOLT
COMMERCIAL For Standard, High For Standard, High There should be a 2" Dibmeter, Nominal (416 $ l 5/ra Lag Bolt
For Low Headroom & Vertical Lift F% Vertical Lifte space of maximum Eleven Boll Nylon or ( per Flog Bracket).
With 2" Track and With 2" Track and With 3" Track and 1/2" between the roller Ten Ball Steel with BOLT &. NUT
Single End Stiles Single End Stiles Sin le End Stiles hub and the outside a Minimum Workable
9 9 edge of the roller Shaft Length Shown. 1/4720 x 5/8" Track Bolt
holder which is set by & 1/4-2D Hex Washer Nut
the push nut. (2 for Horizontol &2 for
B Vertical Track) B
° DETAIL H
a Min, DOOR SKIN Min. John E Scotes. P.E.
of 1' Minimal ?,s Go Galvanized Pointed Steel of 1" 2560 King Arthur Blvd.Ste 124-54
o Lewisville. Texas 75056
��°.o IMPACT RESISTANT Florida P.E. {/ 511737
FL#16650.20 Professional Endineer seal provided only for
COMMERCIAL HEAVY DUTY COMMERCIAL°HEAVY DUTY verification of wind.load,construction details.
.For Standard, High & For LOW Headroom With BOLT&11ASHER VERTICAL TRACK - 2'No W000 JAMB DESCRIPTION:
Vertical Lift With 3" Track 3" Track and Double 5/18."% 1 5/B"Log Bolt&2".O.D: 13 Co Golvonaed Steel tested. _ lbt 2"pASECTIO SECTIONAL
DOMDIAAD
x 7/10'1D.'Flat Washer The vertical wood jamb SECTIONAL DOOR
A and Double End Stiles End Stiles NOTE: Jamb bracket must be in 3-Nominal 13 Go is also fasteners may be counter sunk l E t DESIdNPRESSURE+31-v-M.9PSF A
ALTERNATE BOTTOM BRACKETS direct contact with the Zxe (No aPProyed as an alternate. to provide a flat mounting'
drywall allowed). surface. See jamb attachment OMWINBNa:WI:.000-019431.35 REV. H
ryw: T detoils on.sheet 3 for attaching sn DRAWN or MVS PATE DRAMK-4r17114 REV,OATS 78119
NOTE The bottom bracket'tested(shown in TAI C is the lightest bracket NOTE: he flat not required sR�'
vailable. for angle mount. jambs to the structure. Go"A" d INODEL(S(: See_Shect31 SNEET:20F3
1 B 3 4 5 6 7 6
1 2 3 4 5 6 7 8
FASTENER TO
F PAST HEADER CONTINUE F I
E MODEL NUMBERS E
o °
MODEL NUMBERS AVAILABLE OPENING
HEIGHT 2 X B GRADE 2 OR BETTER SOUTHERN
PAN C2011 SERIES PINOD J .
SEE CHART FOR WO00 AMB ATTACHMENT
PAN C2015 SERIES. TO BUILDING STRUCTURE.
:PAN C2411 SERIES
PAN C2415 SERIES MAXIMUM ON
D PAN C2511 SERIES. CENTER SPACING D
PAN C2410&R2410 SERIES
PAN C2460&R2460 SERIES FIRST FASTENER,- 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
C Building My,y„�„ Minhnum Mh+Mum M°dmum AAmv�h6
PAN C2482&R2482:SERIES Swcture Fa Emn°em°a pkmme sP°c`°sp..,hg`T°o"'°�01 C
PAN R2560 SERIES MIn.2500PSlto Tapcon+(PLUS) 2° 2:50" 5.00 24' 551
PAN R2561 SERIES atloo PSI concrete ira wr r oDD washer
Southern Pine W Leg as 1,50° 1.50' 1.50' 24' 620
PAN R2571 SERIES' 11ra•OD washer
PAN R2572'SERIES Spruce Pine'Fir sre'.Legwr 1so t o tso' z2 aE2
1 118 OD washer
PAN R2580 SERIES NOTE:V6 mounted to the wall must be$outhem Pine Grade 2 or better.
PAN R2581 SERIES
PAN R2582 SERIES
B' L B
John E Scales, P.E.
Q560 King Arthur Blvd. Ste 124-54
'Lewisvlllr, Texas 75056
IMPACT RESISTANT Florida h,E. # 51737
FL#16650:20 Professional Engineer seal provided only for
verification of v,iind load construction-details.
�. DESCDIPTIOD:
16'2"FAN 2000 SERIES WIND LOAD
SECTIONAL DR
A DESI(IN PR SSURE]1OO.J(-Jq.9 PSF A
�...... •..'.` eAaanxaAa:WL�000-0194-31-35. nEv. H
m ®® OAAWN tY:MVS OA7E DRAM 4117,5 R.UM 7/8119
a CW%n14 MODEL(S): See Sheet 3 $IIEEi:3 OF 3
1 2 3 4 5 6 7 8