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Comments
Archived
Product Ma€iL 4ker 9"'I
Wayne -Dalton, a division of Overhead Door Corporation
Address/phone/Email �L ®��J
339E Addison Drive
a�
Pensacola, FL 32514
S3..30) 763-8121
dkomish@wayne-dalton.com
Authorized Signature
Dwayne Kornish
dkornish@wayne-dalton.com
Technical Representative 7unfeng Qlan
Address/Phone/Email 2501 S'TY,-121 BUS
Lewisville, TX 75067
junfeng_gian@overheaddoor com'
Quality. Assurance Representative
Address/Phone/Email
.Category.
Subcategory.
Tony Rebitch
3395,Addison Dr
Pensacola, FL 32514
•(8501 475-6155
anthony_rebitch@over eaddoorcom
Exterior Doors
Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or -a Licensed Florida
Professional Engineer
Evaluation Report - Flardcopy;Received
Florida Engineer or Architect.Name who developed
the Evaluation Report
Florida Litense
QualityAssurance Entity,
Quality Assurance Contract Expiration Date
Validated By''
Certificate of Independence
John E. Scates
PS'SI737
Intertek Testing Services NA, Inc. - QA Entity
12/31/2023
Jeffrey P. Arneson, P.E.
Validation Checklist - Hardeopy Received
824 _R2 _C0I_Qqtof_nd_Scat0..ZQZ9_YP_s.Rf£
FL8 48 R20_ ol_COi Cep of Ind Amesan.pdf
Referenced Standard and Year (of Standard) Standard
ANSI/DASMA-108
ANSI/DASAIA-115
t,it!'i.'.j7t1#}riei,.�n l.h�riil iH'ftj}it•1h .gi..t.., ;t*i �. w: W'? 4,1., ,N
YM
2017
2017
t-'>Clit! Y i Cllr P,
requirements for wind-borne debris regions. Evaluation Reports
FL8248 R20AF Ey91 Rept_8800 _rL15_Uj1
Created by Independent Third Party: Yes
8248.5 18000/8100/6200 #1107
Limits of Use
Approved for use in .HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: '+26.9/-30.8
Other: Impact. Glazing is available. These Doors are not
Intended for use in the High Velocity Hurricane Zone HVHZ.
9' Max width. 14' Max height. Glazing available in top or
Intermediate section.
Installation Instructions
FL824s R20 II 1107-364232-P1 s.pdf
FL8248 �_ �{nbConnectioq-WD-363342-P01 sF qdd
FL8248_R20 U c S ppleoent-WD-307494-P12 sFL.pd�
Verified By: John E. Scates 51731
Created by Independent Third Party: Yes
Evaluation Reports
FL8248 R20AF_9va1R_e.Pt 9M s- d
Created by Independent Third Party: Yes
8248.6�
8000/8100/8200 #1108'
9" Max width. 14' Max height. Glazing available in top or
Intermediate section.
Limits of Use .
Installation Instructions
;Approved for use in HVHZ: No
Approved for use outside HVHZ:�Yes
'Impact Resistant: Yes
FL8248 R20` II_1108-364233-P1 . A
FLsz48 I;JambConitection- 1�lD-363342-P01 sdf
FL8248 R20 IITrackSupplerriient--WD-307494=P12 sFL. dfdf
Verified By: John E. Scates 51737
Design Pressure:. +376001-41.00
Other: Impact Glazing is available. These Doors are not
Created by Independent Third Party: Yes
intended for use in the High Velocity Hurricane Zone HVHZ.
Evaluation Reports
_FL8248
R20_A_R Eval Rept 8000 S.pdf
Created by Independent Third Party: Yes
8248.7
8000/8106/8200 #1120
16' Max width. 14' Max height. Glazing available in top or
intermediate section.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL8248 R20 II 1120-327014-P8= .odf
Approved for use outside HVHZ: Yes
FL8248 R20 IT_JambCannection-WD-363342-P01 sFL.pdf
Impact Resistant: No
FL82-48 R20 II TrackSupplementWO-307494-PI2_sFL-pdf
Verified By: John E. Scates FL PE 51737
Design pressure: +12.461-13.80
Other: Glazing is not impact resistant and does not meet the
Created by Independent Third Party: Yes
requirements for wind-borne debris regions.
Evaluation Reports
FL8248 R20 AF Eval Rept 8000 s.pdf
Created by Independent Third Party: Yes
8248:8
800018100/8200 #1121
16' Max width. 14' Max height. Glazing available in top or
intermediate section.
Limits of Use
Installation Instructions
Approved:for,use in HVHZ: No
F 8248 R20, 11 1121-32,7019-1?7 -s.pdf
Approved for use outside HVHZ: Yes
FL8248 R20-II_JambConnection-WD-363342-POl sFL.pdf.
FL8248 R20- ihzTrackSuppiernent-Wa-307494-P32 sFL.gdf
Impact Resistant: No
Verified By: John E. Scates FLORIDA PE 51737
Design Pressure: +15.30/-17.00
Other: Glazing is not impact resistant and does not meet the
Created by Independent Third Party: Yes
requits for wind-borne debris regions.
Evaluation Reports
FL8248 R20 AE Eval_Rept 8000 s.pdf
_
Created by Independent Third Party: Yes
8148.9 18000/8100/8200 #1122
Limits of Use
Approved for use in HVHZ:.No
Approved, for use outside HVHZ: Yes .
Impact Resistant: Yes
Design Pressure: +23.00/-25.00
Other- Impact Glazing is available. These Doors are not
Intended for use in the High Velocity Hurricane Zone HVHZ.
16' Max width. 14' Max height. Glazing available in top or
intermediate section.
Installation Instructions
FL8248 R20.11 1122-327016-P8 s.ndf
FL8246 R20I JambConnection-WD-363342-1301 sFL.pdf
FL8248 R20 II TmckSupplement-WD-3014.94-1)12_sFL.odf
Verified By: John E. Scates FL PE 51737
Created by Independent Third Party: Yes
Evaluation Reports
FL8248 R20 AE Eval Rept 8000 s.Rdf
Created by Independent Third Party: Yes
Verified By": John E Scates FL PE 51737
"Created by Independent Third Party: Yes
Evaluation Reports
hrips:/Jtiorici :buildu�g,orylprlpr_app_dti 117/21 2:00 p. m
N4air") ; tie ti
:.
C,DOORONS
1. NON IMPACT GLAZING OPTION^a
13 CA HORR ANGLE
A
20 GA CQ11FR SBLE `
MODIFIED NOTES 7O
A. 16 X &75 CLEAR OPENING NSTM= 70P OR
ATE:THAT'LOUVERS'
1NiE RMMATE SEC1t41
Y�NI 20 GA
GLAZING � (CLOGn_MININUM.
13 GA FLAG ANGLE
'
MAY NCLUDE ODEERCCRilA17iVE' INSERTS
6/28/bl
NOT AVAILABLE N MORE IRAN ANE SSCDON.
DOES NOT SATISFY MIDBORNE-DEBRIS
18 Q11 MIN HORQ
TRACK
_
SCHEDULE
"
2. IMPACT QLAaNG tPnOM".
REPLACEMENT
1IL73 X 975 ` OPEfN10 '
S/Issl-5/t1'
•
e .:
o
QI 5
GlAZIN61/4` GROOVED POLYOAtNDMA'(E AWl1DW11
LAG SCREW ON 3
�
•,
c
:..
10 .SCMAY NCWDE' DECOMInVE
AS SHOWN)
•
ONCE 7D Doom,
MAX GLAZING
IWREWS
INSERTS NSTALIED INTOP -OR ERMRDIA7E SECTION.
NOT AVAILABLE N MORE THAN ONE SECBQ1.
(4) 1/4-2W/16' LARGE70
1. ADDED TRACK
SEE- ASSEMBLY DETAL'ON STREET 2..
HEAD TRACK BOL75 OR
4
FLAG CONNECTION
1/4-20 STUDS IIiN
3 Mu -IL OR WDOO•DOOR ::SW HATTED A.MAXDa1M OF:
1/4-20 HET( NUiS`
6' CSC. MUST OVERLAP TOP AKD.; 801H ENDS OF':
c', ....
GRT 11/10/07
PANELS MR!BMIt'7/16" � YFET.. N)GR7IVE P
16 GA YN VL7RT
G
:.
3M ODTfTED LOUVER
4, TOY LOCK`SLDE LOCK%..Gi OPERATOR REgIAED.
TRACK
..
ADDIED
NUMBER TO
5. LOUVER OPTION 032' WkMUM LOUVERS N :
1/4-200/16' 7RACK
BOLT AND1/4-20 HEX
B
®
•
•
EMOd�
ACT LOCK. ADDED
NT
MOLDED FRAMES SCREWED TOGETHER WITH A MNLNM
NUT Al' EACH.
OF (10)_Jd'. SCREWS iNSTALIED N THE 80Ti *
JAMB BRACKET LOCATION
tOtT 9/19/08
SECTION. Lmvm ARE NOT IMPACT REPTANT AND DO
NOT MEET THE mmummu TS FOR ma -BOWIE LffH6S
4 UPDATED
TITLEGLAZIBLOCK6.
REGIONS.
LAG _
5/SCREW
IMPACT
SECTION STEEL TO HAVE A MIMMUM 25
INCIOOSS
AT EACH18x1-5/a' _
BRACKET JAMB BRAC
I
MIT 4 A6�2
UPDATED TITLE BLOCK
7. THE DESIGN OF THE SUPPORT= STRUCTURAL
o
10/3/17
ELEMENTS SHALL BE THE RE5PO SI L.ITY OF THE
o
c
UPDATED TIRE
PROFESSIONAL OF RECORD FOR THE BUILDING OR
15 GA STffFE1im
REV PER
AND IN ACCORDANCE WITH CURRENT
JAMB BRACKETS
1052
BUILDING CODES FOR THE LOADS LIMED ON THIS
SEE SCHEIOULE FOR
DRAPING.
OUAWNi LOCATION.9/25/1
6
& DOOR JAMB TO BE MINIMUM 2' X 6". GRADE 2
AND TIME
UPDATED NOTES
SOUTHERN PNE R13 EI 10 JAMB CONNECTION
'
ADDEDLHR DETAIL ER
311Xi2
STRUCTURE. SUPPLEMENT FOR ATTACHMENT TO SUPPORTING2/12/1®
KEY LOCK OR SLIDE LOCK
ESC
EACH END (NOT RFLLLIRED
9. FOR LAW HEAD. ROOM LIFT CONODONI% TOP ...,, 1MiFl OFERA7tHR - SL>
'SRACW SHALL BE A• 13 CA LHR 7/4 TOP IiRACKEf,
W1H A MINIMUM OF ( 1/4-140/B' SELF DWWNG o
1INN CR TTE SCREWS' LIEU OF THE BRACKET SHOWN ON •
THIS DRAINNIX U�BAR.ON TOP SECTION SHALL. BE'
INSTALLED. ON TOP OF LHR 1O BRACKETS dQlE;. (4) SECTION SOLO
SHOW.DOOR SEE SHEET _
DOOR SsH
CH BOORS OTHERIN
� 21ELR HINGE S U
SUPERIMPOSED
LOADS
DESIGN PRESSURE
ON SUPPORTING STRUCTURE
DOOR
DOOR
EIGHT
'
.Worn LARD EACH JAMB (VLF)
tWIM
r-r
ALL
+150.0 -167.5
tz-D'
Al
+1ea0 -201.0
I,V
ALL
+MM2 -
15: . .
ALL
.32345
+225.0 -251
18'-0'.
ALL
+240.0 -2WD
SECiKN WAN717ffS AND LOCATIONS ON OTHER SIZE DOORS,
SEE H01ES 1 AND 2 THIS :'.
SHEET FOR -GLAZING
OPTIONS
JAMB BRACKET SMEDULE
HDOM EIGHT
SECTIONS
NCL OF JAMB
MUM BRACKETS.
(EACLN JAMB)
ummum OF CEWERUNE OF JAMB
.: .: BRACKETS MEASiIRM FROM BOTOM .
. OF. TRMX, (ALL,.DILIENSIM f 2-)
4'
6
-ra-
J8- 14 a 23-1 J EI
B'$
4
6
FAT
JB-US 1 _ 21-3 4 J8-US JB-US (JB-USA 57-1
7-Ir
4
6
QI
( 14 25-1 J8 34 J} US "44 41 63-1 4
7'-T
4
a
FAT '
'T 25=3/4 (.IB=U ' 52 1/2' 63-1 4 J3-IE
5
a
a
JB-US ,.14 a Z4 1 JB-U 32-1 On. JB us 62-7 a 72 JB-US
5
a
FAT
1 JB-US .22-3/4 JB-US� JB-US). 54-1 4 Jfi-US 74=1 Jl-diS
S
B.
a'-
JB- 1+ . 2r: JB-US . 34..41r ^5W- J8-US BG-1 75-1
6'-0'
, 5
a ' ;
FAT
JB-US 10' 25-3 4' (.B US1 39' 40' (JB-US), 57-1 JB-US) (JB-US), 75 1 .B-US
B'-
SEE NOTE. HELM
1� o " %
• • / ,.
$1737 d
tl07Fi
�JEB:{{5) F011011ING DIMENSION OENOiES MOTIFD JAMB BRACKET ATMWEO TO TRACK YPIiFI 1j-4-40A/16' TRACK tRO.T AND NUT.
No �.
OO`FOLLOIMNG OOIFN90N OEHOitS QUICK INSTALL JAL1B.fiRACKET NSiALLm N BUTIEnFLY SiOT.'NO ADDITIONAL. HARDWARE NEEDED 70 ATTACH TO TRACK.
ALL DOORS GREATER 11TAN W N HEIGHT REQUIRE -USE OF COtiTRRIQIS' WALL 'ANGLE., :SET;S11PPIilIENT TRACK CHART FOR D>:TALS.
$Ti►iE OP
�f 1
OR%'lta
„Ad��'
.
�%�� srAnc PRESSURE RATINGS Aw�Rovm •sLZFs
DESIGN (PE;)' +30 OD/ 33 50 MAX iMD1H''DATE
°ay
�atE N,'r
s.
sue: A
NAME
r v a
-
TEST +45:00/ 50.25
-
MAX HEIGHT. 14' Ir
DRAWN
OB
5/P2/ .
GRT
:�Daiton
(PSF)-
MpACi/CYCLIC...
RATED (YES/NO). YES
MAX SECIIONN T 21"' CHECK
HEIGHT. EO
1/22[07
MRB
Digitally signed by John E Sotes P E
JOHN E scATES PE
GARAGE D 0 0 R S
MODELS 8000/$100/8200
SHEET . 1 OF 2
Date 2019.02181132 4-06.00`
25BO:KNG ARTFOIR 8LW'/I24-54
LERasv 1X 7505E
WryIkmw OF OVEMEAD
3395`ADWSON
DROVING PART NO'
REV
P W�86010--E&�PVAXDMYIN ��.:�����
,fllna►mT 9FINWIL .AD15RitCRCN Wrfas
_,..,, ,;PEIRsaQOLA.ELOiiIDA�s2st4, WINDLOAD SPECIFICATION OP1.ON CODE 1123 327017.: ,,.. P7
iX PE 5E3O8/P?Z03 850 474-EBD0
12 GA; ROl1EJt. W— ATFACHED TQ; . )tEVISONS
RACKET. SOI1t
f —��1 IIOOIE7FD NOIES TO
li:�v - M
• C p yJ p
ATE:RIAT•LDUYERS
NOT #AcF.
� 6/28/07
-- --ED Jim
_
UilIiP711E :. - (12) 3 B18e18�E0 U-aARS N]A111N0 REPLACEMENT
ADD SELF b�R�Ul��CROMM SCREWS DETB&.S
ONME _OF EACH END
LCGAIED AS SHOO CJ-V H B-US
=x AWED OIPACFRESISTANCE TO _
ADDED MAX GLAZNG
DMEMON TO NOTES
(7) srcTm Doan HEET 1. ADDED 7RACK
NOTD
r NYLON SIORIMMM ROLLER to LO AIED A S91� CRT 11/10/07
U) 3'GA 80 KS!
NITN 4-1/z• SMS AND 7/11r
PUSFNIfT AT EACH. RQEF]t /• ' 3 MODIFIED LCU1ER
LOCAIM 1 4 .MAX BEIVEM + OPBON. ADDED IE704S
P AMff AN� BRAC TOR:
FINGE. oPiRINN =_' 11 BAIL i ®. , BLOCK. ADDED
BFJ1IetIG NYLON ROLLER ' - ACT FAMISTUff
om
jI HINGE IS 14 GA
92 IRNGE N 13 GA - LOCATED A5 SF1DroN TED _
i FRIGE (AND. ALL ABQYq
CRT4 FACT G1..A7lNG �
ARE 13 GA & BODE' END. DETAIL
4 B 2
HWGE;AITAC}KD Ifn (4)
1/4-14X5/8' SELF TAPPING
R� DOORS UPDATED tflE 91=
8). 3J 18 GA 80 KM U-BARS ESC 10/3/Y7
LOUVEII - OPMONALIN RMEMM SECTION " " LOCATED AS SHOW P7 UPDATED ITME
ISGA NARROYI,BODY. . -1 REV PER
IN1136dEPME-HROME I IS! ER 1052
ATTACHED IM (4)
1.1SELF
TAPPR76, 9CAE116F77 UPDATED NODS
.AWED lH
0� R DETA� ER
::::
I -I ON
1-I
EQUIVALENT INTO''
MIN 2 kz',6."140*2 :: TRACK CUP-
: SOUTHERN 'PINE
(S.O.=0.55) OR 1/+-20x9/16-
BET'rER AT :EACH TRACK BOLT AND
HOLE OR PAIW. 0 /4- 20 HEX NUT
HOLE LOCATIONS
m6uN-nNG* TO WOOD jK DETAIL MOUNTING To STEEL DETAIL
2 3/4!' OPTIONAL-. WALL ANGLE MAY BE
IN EDGE DIST ATTACHED TO SUPPORTING STEEL
WITH MIN. (1) 1/4 100/8" SELF
DRILLING SCREW WITH 1" O.D.
A
WASHER AT EACH HOLE OR PAIR OF
• H E-- LOCATIONS IN' LIEU OF WELDIN(
A L O
A
A
-AA
A
CONCRETE MOUNTING DETAIL
t4o. 51731
-a ST000-
3/8" SIMPSON TITEN HD,
1.2-3/4!' MIN EMBED' INTO
MIN 2500 PSI CONCRETE
AT EACH HOLE OR PAIR
OF HOLE' LOCATIONS
"WALL ANGLE
—1/4-2Ox9/16m
TRACK BOLT AND'
1/4-20 HEX NUT
TRACK CUP
UKEL-- —A
3395 ADDIS1311 DRIVE
NEACOLA, FLORIDA 32514
� 70 IDON71w
'ANiW. ADDED
CHARGED FORMAT.
IED MODELS SM
18024 UM OVEIRAY
UNWED MODELS
rEDAW.CHARTS.
WED SPLICE & CLIP
I EXPANDED 1-112' 70
iART UP10,10 HIGH.
tr 12.A1/a "7, '
10 ADDED MODEL 6700.
30AIM WILE ®LOGIC
tTO/2/10-'
It 7ED. WHE
JbVRWOVED CHART,
tr ii/m/m
W:N; VlOOD JAMB
*T:- " m /N66
OF 2
Pl 2
12"LJ
MAX
12" P -LOCAT101YS
MAX SEE SCHEDULE
13 GA MIS
CONTINUOI
WALL ANG
11 GA MIN
CLIP SEE
SCHEDULE
TYPICAL CLIP
BOLTING DETAIL
WK
1 %4"-20 TRACK
.CARRIAGE BOLT
H 1/4"-20 NUT
13 GA MIN
CONTIAANGLE
TRACK
WALL
1/7/16 TUBUL11 GA(1) 1/4"-20 TRACK
CLIP. OR CARRIAGE BOLT
SCHED'WTH 1/4"-20 NUT
TYPICAL CLIP
RIVETING DETAIL
RSW 0 28" 11 GA MIN CLIP
2 SEE SCHEDULE.
1
12" _ (1) 1 /4"-20 TRACK
MAX TRACK 13. GA MIN f OR CARRIAGE BOLT
CONTINUOUS WITH 1 f4"-20 NUT
WALL ANGLE
TRACK'
CUPS TO BE EITHER TYPICAL CLIP
WELDING DETAIL
RIVETED; BOLTED, OR
WELDED:- SEE DETAILS
THIS PAGE.
pp, 51737
+ _
�.p ,..... gTgtEOF ;�
J.
r��`•� �.'�_` DigitallysignedbyrlohnEScatesP.E:'•.
5 Date: 2020.09 Q21553:10-05`QO'
/llil'$ pa' - �oll% ss�o Iaaa z« a+
iENSWIc tx 7
a rE 5= : 3395 ADLHSON DRIVE. '
msl EM SEMI Pcrom® TI If IN ,x PE -n TR A C, K S U P P I F M F N T CHART PENSACOLA..FLORIt us'
�c�iC�lu�t rc 1iu�nuf .YMRIdI!!Ml'l1S.TYC ..
DESIGN
PRESSURE CHART
DOOR
VkqDTH
MAX PSF
g'—O"
+46.0 PSF —52.0 PSF
16'-0"
+46.0 PSF` —52.0 PSF
18'=0"
+46.0 PSF"/ =52.0 PSF
-52-oD PW FM
A tIw7m
� `toot`s t61A11
70 'CONTNUOUS
IGW. ADDED
CHANGED FORMAT.
Dom YOD&S gm
ID =4 1IM OVE"Y
7 TRNX CUP
M*DU .
Rr SM/07
5 UPDATED Maus
SM IN CHAIM'
PDAM il% O OUP
B UPDATE;WOUNTING
ETAIL DRANOtGS,
Rr 10/05/O7
7. UPDATED afARTS TO
ILMHATEJUE USE OF
4E 18 CLIP (MUM
ITR P,ACROSS 1HE
DA90,
LP t0/24/07'
8 UPDATED' SIE7:1.
OUN'9NG DETAIL
9 EXPANDED 1-1/2' TD
-3/i3' DOOR THMGO M
HART.UP 70.14 HIGH.
Rr'12/ lm .
to UPDATED TITLE
Locit.
Rr 0/kAo
P12