HomeMy WebLinkAboutProduct Approval Dec 15 20,01:27p p•3
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Product Approval
USER.Public User
�_r`..W?-!....-�____f>r_•i"__,._1�,7 i_!;^:L'_t J]_!. _._...°•d _-_ Application Data 11
.I
FL 4 FL8248-RI9
Application Type Revision
Code Version 2017
Application Status Approved
Comments 04/10/2020 v.date reapply04/13/20
Archived
Product Manufacturer Wayne-Dalton,a division of Overhead Door Corporation
Address!Phone/Email 3395 Addison Drive
Pensacola,FL 32514
%33r,; 7fi3�817�1
dkornish@viayne-dalton.com
Authorized Signature Dwayne Kornish
dkomish@wayne-dalton.com
I
Technical Representative Junfeng Qian
AddressjPhone/Email 2501 S TX-121 BUS
Lewisville,TX 75057
I
junfeng_qian@overheaddoor.com
Quality Assurance Representative Tony Rebitch
Address,%Dne/Email 3395 Addison Dr
Pensacola,FL 32514
f c:501:!?5-�i 155
a ntheny_rebitch @ov erheaddoor.com
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
Florida Engineer or Architect Name who developed John E.Scates
the Evaluation Report
Florida License PE-51737
Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Jeffrey P.Arneson,P.E.
Validation Checklist-Hardcopy Received
Certificate o q•q rn - _.w ..
IficateofIndependencej..c�;rc_of Ind ter.-;__r,.-- p.-3 L.c �.r;,If
( l?_c;br ;lidator Qrtt;__,i'_I_id_Wayr r-A 1 j ).p f
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA-108 2012
ANSI/DASMA-108 2005
I
Dec 15 20,01:27p p.4
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Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10[15/2018
Date Validated 12/17/2018
Date Pending FBC Approval 12/21/2018
Date Approved 02/1 912 0 19
Date Revised 0211912019
SummarV of Products !
FL# Model,Number or Name Description
8248,1 800018100 11104 9'Max width.14'Max height.Glazing available in top or
Intermediate section,
Limits of Use Installation Instructions
Approved for use in HVHZ:No 1,16 :r tn - ?�, r::_%_. ,ii
Approved for use outside HVHZ:Yes
Impact Resistant:Yes ... _ fn- _dr— -Si gt:•„- •rI,:I .I,,<,1-_1F
Design Pressure:+46.001-52.00 Verified By: Dwayne J Korn Is FL PE 77945
Other: Created by Independent Third Party:No
Evaluation Reports
-'i i":ii: `ni _ :?tilt rr..�r.i-c_ps_f
Created by Independent Third Party:'No
i
8248.2 8000/8100#1105 9'Max width.14'Max height.Glazing available In top or
Intermediate section.
Limits of use Installation Instructions
Approved for use in HVHZ:Na _ i_ - ":, d=F1
Approved for use outside HVHZ:Yes
Impact Resistant:Yes
Design Pressure:+31.00/--35.00
Other:Impart Glazing is available.These Doors are not Verified By:John E Scates FL PE 51737
intended for use in the High Velocity Hurricane Zone HVHZ. Created by Independent Third Party:Yes
Evaluation Reports
Created by IndependentThird Party:Yes
8248.3 8000/8i00 41121 15'Max width.ih'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 F.i? <:i;— — - -- --
Impact Resistant:No
Design Pressure:+15.301-17.00 f 1.'
Other:Glazing is not impact resistant and.does not meet Verified By:John E.Scates FLORIDA PE 51737
the requirements for wind-borne debris regions. Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:Yes
8248.4 8000/810041122 16'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 I :'!E: ; i i
Impact Resistant:Yes
Design pressure:+23.00J-25.00 —- �,..: „r_I:`n::•- _-- 12:7 -.
Other.Impact Glazing is available.These Doors are not Verified By:John E.Scates FL PE 51737 "
Intended for use in the High Velocity Hurricane Zone HVHZ. Created by Independent Third Party:Yes
Evaluation Reports
LE)
REHSIONS
1 IACCIIHII NOTES TO
STATE THAT AWVCRS
ARE NOT DAPAcT
RESISTANT.INWEASEO
CSInI PRESSURE TO
.40.06-52C0 PSF.
!j!(S Fep'T>RiKDG1R"l17PxF fLC,IhDrl III)SLCTION DOORS TaTH AT G w/P/
(10)3'EO CA OD KS U-OAAS P3 ADCEU IWACT
- LOOA7EO AS Kwaol AL313TAIIT OLA-11 O.
—� AOD. DETAIL A SHEET 2
OR CI.AZHC6 AIMED MAX
OTCS!ail[
1.ADDED
17)SECTUEI DOORS w NEETO CTO F ROTC
TP AT D
(S)1"20 (AS SRO" /I/
GRT o 0]
a LEI—, 3 UODMEO LOUVfR
OPTION.ADDED TF.AR
ICEH5E IlUMDCS TO
v nTLC uim.
CRT 4/IC/CS
(A)SECTION DOORS>a1R H+VPOAW] TfiE OI YK
(R)]"20 CA BO I(SI U—OARS AND IMPACT GLA2a10
LOCAIED AS SHOM1 cat•/I6/12 '
P5 VPDAM 7171E OLOCK
SC ID/1./17
�7<—IVTER IOR FRAM[ (7)O(3)SCCT CA KW IU MS WIN D
ISDt
/ NCCT/E7AL SCRCn LOCATED AS SHO-
(/(//��
fC J '� (A)50 SECTOR DO AS MTN
(5)]" CA DO K9 U BARS
,y��I)��-''-y{ IOGTED AS SH01VN
WETGOP
fPAPB
\ •� --11-,I/A"POLYCAR06NATE 1
MTai A G
ki
LlctikU� --
>f' ND,77943 ATTACH U—BANS NIIH
- (i)1/ 1117W/D'mr
-' OR C ORINPnTE 5CREWs
A7 ALL sTLE WCADONS.tt?.
SrA ,.:
'k� RIDA _.' EGA` _ .L STATIC PRESSURE RATNCS
lrs' O ` APPROVED SIZES SCALE N.T.'S- SIZE: A
/,iONIQL CNPJ;`� Wane OFSICN(PST): +40.00—52.00 MAX WOTH: S'-0' GATE _fi LIE
N A/lll I{1lD Wayne
LIgII TEST'Pm,)! -I 60.00 —78.00 MAX HEIQHT: 14'-0* DRAWN 5/I7/OL CRI
DaAYnC 1 rt�MtRII.E ��'Dalton.
S--• T7 WPACfCYLL1IS RATTO(YES/NO):YES MAX SCCTIENI HEIGHT:21'CHECKED 1 22 0) MRB
,sTE caunry AO.V Aso /
o DKf lICP4. GARAGE 000Lts MODELS BDDO/$IOU 2 OF 2
e n.,
R p SHEET
O R P[II>om 1 GIV:S:PA P>C1M,A>m DOOR EORP ---
EV l�d�C�Sa9�Daa,CC11'S TEAL mo-m mn>TM ]3D5 AD0156N OR)YC O(iAN1NG PART NU. REV.
.>wLaw calsmucDarl PCT4I'S "N.WAA.F-MOA D751A WINDLOAD SPECIMA HON OPTION CODC 1104
11� — --_ s� A74-9BDo- _ 32/0'i 3 P5
U
PDT` 13 CA AIALEIi SLIDE.ATTeWm tO REVISIONS
I.IMPACT RESISTANT GLAZING OPT10N-IMPACT 13 CA HORIZ ANCI C
ALSISIANI V'[AZNG SYSTFM MAY BE fNSTALIFO ..,� BKALxeI W114 b/I6-IR BOLT h NUT 1 NO.WILD NOTES To
IN TOP OR INTERMEDIATE SECTION(WTI(OR IN CENiFR SLOT AND 1/1-20.9/I S' ti _ 31ATE THAT IFRIVERS
T1 U1HOLIT DECORATIVE INSI.RF).CLAIWC SHALL TRnCk BOLT At 1/4-20 Kc,X NUT knf:1401 IMPACT
I.1 r:A FLAG ANCLE IHRWgf ANv TWO ALJGYLYC—C,RE 1/4-POLTCARBONATF MAXIMUM VLAdNO � RESISTANT.INCREASED
RSIFNSIONC SHALL DE 11"a 17'CUTOUi, 1 DESIGN PPF.q"IRE TO
18 CA COMAtEROAL"A"FRAVE
TASIENED WITH
YR x 1"SMSI SX ALONG THE 16 GA MIN FORD-.` - TOP ARArAllf ATIACKED KDI 20 GA Cf.NlCf1 ShLE pCOR It -S20O PSF.
HM17DNTAL AND ZX ALONG THE VEIIIICAL SEE TRACK / 5 1 4-1A.7 6 SELF = LT11 6 29/D7
OCTNL A ON SH EEi 7 FOR ASSEMBLY DETAILS. I]RII IINO CJ9Mrf'TIIF SCREWS -
5/T9.1-6/D'- -y P).ADDED MFACI
Z.NON-IMPACT flDSTANT GLAZING OPTION- \ _ RESISTAN I GLAZING.
.090'NrIMUM SSB GLAZING IN MOLDED FRAMES LAC'SCREW(MIN 4 ,� - _ ADDED DETAIL A FJICET 2
SCREWED IUGLIHLH WIN A MINIMUM OF(In) n3 SNOWY) = ° �` FOR 4U2NV.ADULD MAX
AA.1"SCALN-i INSTALLC0 IN TOP OR (/j 1/1-20.0/1 G"I.ARCC�- AOD(2)1/4-14.7/8" _ GUlnuc 9RJET490N TD
INTFIIMFOIATE SECTION(WWI OR WITHOUT HEAU IKALK BOLTS OR I SELF DRILLING CRIMPTITE SCREWS ` OIES SHEET 1.ADOED
DECORATIVE INSERTS)mCEI5 mronu STATIC 1/4-20 STUDS WIN I (INSIDE OF EACH ENO HINGF) 15 GA END`+11LE�1•\ m II TRACK TO FLAG
WIND PRF,RSUREN SHU"UN HITS DRAWNG. 1/4-:to HEX NUTe ��� l CUNCCCTION NOTE.
10-0GLAZING SHALL HAVE A MAXIMUU,NUJMM HEIF 16.9 . - , _
(AT 11/10/07
1QG9°AND A NAMHUM LtNUIH OF 18.94 15 C.A WIN RACK 2'HY11ON V.INDLDAD POLLCR ', _ "•l PJ NOCIFIED LOUVER
TRACK _ WIN 4-1 2"STEM—�NOTGLAZINGME f3 NOT MPACT[NTd FOR
AND ODES / _\ .�iTDl z : — OPTION.
ADDED OS
NOT IJE[T PI[RCOUIRUIDIT^u FOR YLNO-90P.NE - �� .� PILE BLOCK.
OEORIS REGIONS. 1/4-20.9/IC TRACK \ 1
BOLT AND 1/4-20 HEX 1` -� - - CRT 9/19/OD
3.VINYL on WA00 DOOR STOPNAILED A NUT AT EACII JB-US : \ -
NnXIMIIM OF 6'0.0,MUST VVLIIIJU' IUP AM JAMB bNACKLI LOCK(ION I •A �� , Pa IIPOATEO TITLE pI,OCK
BOTH ENDS OF PANLLS MINIMUM 7/16"Tr)MEET J
NCOATIVE rRESSURES. : 14 CA 1111 BODY CIIU / N• AND IMPACT C.IA7ING
5/16.1-3 fB°LPG _ HINGE At TACKED R1T11 :e - I CIt(4/10/12
4 KEY LOCK,SUUT..LOCK,OR OPERATOR SCR AT EACH I (/)1/4-I4 HS SFIF�_/ 9
P5 UPDATED TITLE RLacK 1
R CUU9IEU. JAMB BRACKET 1 TMFINf.SC.f.WSJ "—� v ESC 10/J/I7
.LOUVER OPTION-.040'WNIMUM LVUWiS IN r --
MOLDED FRAMES SCREWED TOGMER HIM A -
mINlmuu OF( Y0X1'SCRE WS INSTALLED 1N
SE TIQV
THE BOTTOM C .LOUVERS ARE NOT IMPACT ' I -
RES1SFAUT AND DO NOT MEET THE _
RECUREM"NIS FOR
WND-eDRNE DEBRIS 1+UA 511ml`'EO •Ig GA NARflO'.V RMY D
R[p DNS. JAU2 BRACKETS i INTERMEDIATE HINGE 'D:
SEE Sg1EL0ULE TON ATTACHED WITH
6.SECTION STEEL TO HAVE A WNItUM 20 CA COMITY.LOCATION. (4) '
IIOUWFSS PNO TYPE, r +TAPPINGS SCREWS—
KEY THE 0051GH OF THE SUPPORTING SIRVf.TIIRN KEY LOCK OR SLIDE -
ELCFGNTS SHALL BE THE RCSPON51116UY OF TINE LOCK ONE END(NOT s _
PROFESSfON AL Of RECORD run TI IC
DURDNG OR REUVIKLU KIII 14 CA OOTIOU DIACIIET
STRUCTURE AND IN ACCORDANCE WITH CURREN7 OPERATOR-SEE ATTACHED HIM(2) t - — -
alaDNG CODES FOR THE LOADS I ISIrn ON THIS NOTE 4). SLIDE LOCK I/4-I10/6"SELF DRII I INf.
DRAWNC. - WIUVAt FUR CLARITY 01IMPTITE SCREWS AND(t) T�
S.DOOM JAMU IU HL MINIMUM Z.4 STRUCTURAL 1/4-14.5/0•SELF CR—Wt m'
TAMPER RESLSTANT S.^.^._:.L •O'
IS ABE I fIMRFR KFFF•R TO,IAMB CONNECTION
SUPPLEMENT FOR ATIALHMLNI III VPPnRTIMr
STRUCTURE NO.IE:. (4)SECTION 5tRN 1 I -
000R SHORN. SLE SHEET
S.FUN{LOW IIENj ROOM IIFI CONDITIONS,TOP 2 IOU U-PAR LOCATIONS -
ON DOORS WITH OTIILR
BRACKET SHALL BEM A U o LHR j/4 TOP SECTION QIIANHTn`q AMC,
BRACKET WITH A MIMMUN Of D 1/4-14t7/B° SEE NOTE5 I AND 2 THIS � '
SU 1 UNILLINC CRIMPTI7E SCAEWA PI LIEU OF THE SHEET FOR GLAZ NO --"-
BRACKET SHOWN UN THIN UNAWNC.U-BAR CA OPTIONS
TOP SECTION 511 ALL BE INS7ALI FU ON TOP OF
LHR Top BRACKETS.
JAMB BHAGI(LI SCHEDULE
SUPERIMPOSED DESIGN PRESSURE o Jnm LOCATION Of Ery LKUNE OJAMB
uugl ND.OF BRACKETS BRACKETS MEASURED FROM a01TON
LOADS ON SUPPORTING STRUCTURE HEIGHT SECTIONS EACH JAMB] OF TRACK(MSl.DIMENSIONS O TO
000R ODOR 8-G" 4 7 2 JB-US 10 JO-ITS),21-3/4" 4lL3 2O•]M
WIaTH HEIGHT9CFCRM LOAM EACH JAu9(PLF) $ b5° J5-Us-40', JB-US S-0 4 2 .8-US 10` JB-UO 21-5(4" JB-U .29-312' JB-IJS._57-I 2" A-UALL t184.0 •ZOB.D 1B j1JO-U5 26-3SB" JR•-U5 1 JB-US U4-1 J- -1 ] !D-US
+ /} T.0/-7]4.0 -` _(1= ID /' -. y J-S -1 `JB- S _/il-1
O•, 1JDENS /L i No-US)TOLtowwr.DIMENS11W DENOTES SI OTTED JAMB BRACKEI At IAUHLU 10 TRACK WITH 1/4-200/16"TRACK BOLT AND NUI AS SHOWN ABOVE.
ALL DOCRS GREATEN THAN 8'IN HEIGHT REQUIRE USE OF IXINIINUOUS WALL ANGLE SEE SUPPLEMENT TRACK CHART FOR DETAILS.
>�:• No,17845 y
plA. ---
. F
"s/QMnL ENG W_ ayn a STATIC PILES UAE RA1MC5 APPROVED SIZES _SCALE;N.T.S. 517F• A
T JT 11 f i l I l 111V UESIt:N(PSI): +4b.D0/-52.00 M0.X WTU Iii: 9'-0" DATE NAME
Dalton._ 1FKI (R51'): +6tr.0D/-7gDn MAX HEIGHT: 14'-0" DRAWN 8/17/06 GILT
OwONL J.KORNISH.PE IMPACT CYOIC.RATED YES NO YES' MAX SECTION HEICH P.2I'CIICC7<fD 1/22/07 M_REl~
Q 4574-11 AOro T W / ( / )
n H R CC wIlHm GARAGE DOORS MODELS 8000/8100 EIIF.FT 1 OF 2
(�j Are IV89O A DIVISION OF OVERHEAD DOOR CCpf F04 m ORAVANC PART ND. RED,
PA064m9nAL 91Ca4[NY sfA.PRO RGFD itt 3395 AOOIYN DRIVE
r VOnRG9m1 nF WWOLOnR C L PRAlgn 9XTAFO. PFHSnCh.A fLGR104 J2514 WINDLOAD SPECIFICATION OF'TiON CODE 1104 C) ( .527013 PS
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