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'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DDDRS SHFFT, REVISIONS t
MO"vELS 2+I GA cS GA 25 Gh NOOSES 25 GA ZS GA � OF R_EV. NO. 7.ONE: DATE: ECK NO. APPVD: DFscRIT>TTDN
r .CLOPAY 04A_94 73,_75 7b CLOPAY GDSS,GRSS -- 17 - X2/1 d/73 SH R.�NiS£C FOR NENJ LOADS.
IDEAL 4_RST,4F■ 6PS7 2^RST 'GALIERY'
HDa.raE'S 48,48N ,2. 4cB - t.Yll.H.=:.5 Aass
SHCRT PANES IAING PANEL 'AR T131 RYIDEL
'
3 • - MODEL 4F IS F'LUSR 'CARRIAGE M RAE' I [DSS: --
T _
S SHGF7 Pat1EL LONG PANEL ISHORT PANEL/FLUSH WD.E,5,: (1) INTERMEO;ATE S71LE BETWEEN EACH '
a EMBOSS [(3) STILES PER SECIION AT 9'0"%VIDE],.EACH TNTERM, STILE - - -
ATTACHED VIITH TQC-L-LOC TOP & BOTTOM AND URETHANE ADHESIVE 'RECEIVED OPTIONAL GLAZING MAY BE. ( ) � � f'� �+ (
STANDARD OR IMPACT RESISTANT (ALONGCENTER). � `I�,�'�
GLAZING, SEE SECTION 8-8 ON LONG PANEL MODELS: (3) TOTAL STILES PER SECTION,'(1) STANDARD -
SHEET 2 FOR DETAILS. INTERMEDIATE S7 LE BETWEEN EACH EMBOSS. EACH STANDARD €NTERM. -
j MAX STANDARD SIZE•IS STILE ATTACHED WITH TdG-L-LOC (TOP & BOTTOM' AND URETHAW: 7
i 19-1/2"x16 IMPACT RESISTANT , ADHESIVE (ALONG CENTER) EXTRA 3NTERM. STILES (1) PER LONG PANEL AUG7
' DOUR FIEIGHT -U OF � GLAZING IS 21-5/8 x14-1/8", PER SECTION,, FIELD-INSTALLED WITH (4) `#8 .,MS (PER STILE).
:1q Df U-PARS
MAX DLJ SIZE S 18-1
12-x 11
UP-TO 7'0' 1 4
END'STILES ATTACHED TO DOOR ST. �dcle County, Permitting
--..
7'3" TO 8 9' J 8 - _..__._ ------ SKIN WITH PATENTED TOG L--IOC
--
9O' TO 106 '6 9 —= SYSTEM (TOP, BOTTOM. & CENTER).
'
1,0'9' lU 1,1'3' 7IS 2 y- EEt D HINGE. r"
12'6' U 144 8' 12 0 Y sF 3
a.
iS:i' Q I5.9_ _ 9 14 ...._.._
T
MAX SECTION HEJGH T, By= -- E -
'SEE INTERMEG. HIND
•I r� - ! VIESY C. SLIDE BOLT LOCK
ENGAGES INTO
STILE. / VERTICAL TRACK.
` - f ONE LOCK ON
_.._
's J ._...._..._..............................._......_._—___ -- -.._�_._. - _ EACH SIDE OF
DOOR.
TkIS ODOR,hCEETS OR EXCEEDS,RIE DESIGN LOADS FOR t'FtE
ULTIMATE W:tID 5PEEOS LISTED OELOl!ACCORDING TO THE FLORIDA
8UiLDR4G CODE OR,THE INTER^:ATIONAL BUILDING CODS(EASED ON Q j I - .__.___.. -- I IWO POIw.. LOCKINv 'N I G ICE
ASCE?-10)FOR THE FOLLOWING CONDIDONS t)ENCLOSED v W ..
OUtLC Ni7.'2)DOOR HAS T'OF VADTH IN 6UP�INC S END"7.ONE,3) o r .. .._. -- _—_ _ INTO TRACK SNAP LATCH ENGAGES 332
_ ANY ROOF SLOPE,AND A)TESTING IN ACCORDAM'E tv¢'TH (. - dh"Td Yc.RTICAI..TRACK, END
ANSVI)ASMA 108.SITE-SPECrFIC CALCULATIONS BY A OUAUFkO - - 1 ONE SNAP. LATCH ON >�STILE.
OES,f,N PROFESSIONALL MAY DIFFER. R EACH SIDE OF DOOR.
ULiI:.ATE WIND
.. L+ 1 I I 1 ___ OUTS ".
sP_ED(14PID 1155 IS �170 SD 95 --_--_ � �T'.� _ / tLIE. I
ExPDSURE - �•- : �� �INSOE
,. YJd.DtE.. `. I LOCK,EAR
IEATEGDRY P,C,D P,C,D 9,E 8,C B OPTIONAL OUTSIDE' KEYED LOCATION Of A OUTSIDE �: �...END ENGAGES iY
LOCK PJSffiQN - dPTiONAL.VEtiT KEYED STILE. TRACK.ON
ROOF HEIGHT 25' IS' IS' 30' HANDLE,- ERC•ti SIDE
MAX. DOOR WIP,7H =• 9"--0"lN2l __KLti•VATIQN FIANDLE OF DOOR.
�y 'CLASSIC' SHORT RAISED-:PANEL'SHOWN. LONG 'CLASSIC' OUTSIDE KEYED l)CK WITH. OIrSIDE KE`:ED LOCK WITH
.AND SHORT 'CARRIAGE tTOUSE'ARE ALSO APPROVED. NhP(,ATGFI_!�QCfC-„Gn7LQN.. LOCK$AR LOCKING.
OTT HAhilt
ENSE,;QZ,�i:
4 4,14x5/8”SHEET
NO 63 6 MANUFACTURING PRODUCT CODEff/ * t1£T.AL,SCREWS PAN-2r
SHORT PA1JEL: 153
�lV•: O _ LONG PANE?:PAN-.2F'155
�,J DESIGN LOADS: +38.0 P.S.F. & -44.0 P 5 F:
Aq ^� ¢ � ¢+ - J T TEST (DADS 5?.O P.S.F. k -Gfi.O ?.S F. PART NO.: N/A
t1 ST TE OF 1lA� i/4'k /S" SELF itnhnn Stour txnerw;sx, CtOpay $585 Dui.Bu VIND DAD IRAiiNGy ~
PPING SCREWS '— u ua,on GN 4SO40 USA
TOLERANCES ac _ / T ('�
9�_TA oD= :.D3s €esi5�P,xxs r F n 1133-Iia asw �tA! t I
...—.i�S(ON�„`* .00- .015 DESCRIPTION: CLASS, AND CH RP STEEL FAN SC_+38/ 44 PSF
OQO„ #.ODS. ._
ab GA. ENO IDNGES TA GA 1:11ER.MIATE'HIN:E•. c5 Ir
DFS7Cil� ENGINEER: ulror VIS'J_S� .ODDD _ 11.001 URANIN 8Y: MW OAIE; _ SCA_ . I�!5 DiYG.�
_.-,_�.P" Degrees = �112 011ECKED [3Y:.' -- ;ATF:-- ~SHEET I OF 4 SIZE
SCOTT "AML
70N. I�.f.
FI.ORIDA LICENSE No. 63285 DrJrss si<tee 011tc.rex.
CI�+¢Nsn.I:s arrE cr na^..nrs.�Dl4C,. NO.: 301346 - A/O/& lr':R: I8C
FILE CU
# G _ 2
'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAU kQLflE'RAISED PAI,EL EMBOSS DOORS-- SHEET-
REI J —
VIODELs i 24 GA es GA 255 ca MODELS 25 GA 25 Ga 2 OF RFV. NO, 70N. DAZE: ECN NO. hPPV6: DES�RlPrION
-............1 s - -
CLOPAY ' 94A,94 73,75 - 76 CLUPAY .................................
r
,(DERE <RST,4Fx '6RS- 2RST 'GALLERY' GCSS.CRSS -- �, T'• -- .-�--_ - - SEE REVISION HISTORY Oy SHEET ONE. -- -- -
tttJt:Hz:^> aR,4Ri+ 4>. 42yI __ pZ-HES
._....... AR IRY• ARSS -- i
'SHORT PANEL LONG PANEL 'DEAL
-MO"DEL AF IS FLU::H •CARRIAGE xOUSE" EL9S
( I
-!_ SHORT PANEL LONG
(
IMPACT- RESISTANT CONSTRUCT 0N: STANDAR.F3 ASSEMBLY CflNSTPJC IOP:
I SOLID DOORS (NO GLAZING) OR DOORS WSiH OPTIONAL.IUFACT-RESISTANT GLAZING;ARE OPTIONAL DSB OR I/8"ACYPUC LITES AVAILABLE. OPTIONAL ACRYLIC Q.AZING :S _-
I IL,, rs_RE51STATd?.OPTIONAL INJECTION-VOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUC€TE CP APPROVED C..2 PLASTIC IN ACCORDANCE'WITH o;lFBG
GLAZING IS GF. LEXA.N SLX24327, AN APPRMED CC2 PLASTIC IN ACCORDANCE WITH 2806.
i3C/FEC 2605 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH PBC 2612. THE ENTIRE DOOR ASSEMDL.Y INSI'ALLED IN COMPLIANCE VHTH THIS SECTION MEETS'THE
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS'SECTION M4EETS T+9E WND.LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL 8NIC ING
WIND LOAD REQ0lREMF.NTS OF THE FLORIDA.DUI DSNG CODE:AND INTERNAilONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQWRDAENT FOR WINDSORNE DEBRIS
CODE AND 13 LAR.,i'F-- AND SHALL-MISSILE IMPACT RESISTANT. REGIONS ;REF. CHAPTER 16 FBCIIBG).
SECTIO' 'B_-_E3__(lM.Pr%.CT—RESISTANT GLAZING OPTION SECTIO B—B (,N-ON—IMPACT RESISTANT GLAZING OPTION)t
QETtJL"D' - c
.............................. ...... ..........
-� FRONT :ITEM£WITH LIN. COATING C;.OUTSIDE SURFACE.
NOTE TiiAT FRONT FRAME LS NARROWER THAN T
IMPACT--RESISTANT FRAME.
129
OPTIONAL DECORXIVE 2e5 MULTIPURPOSE"HIC41 BOND TAPE
' SN=P.-M INSERT. (8-:(EEN FRAME AND FACADE)
.. -OECORAINE FRONS FACADE.
A
J
MOLDED IN - / - I
°'!98
\ 1 �--STRVCNRAL SIUCGNE SEALANT LITE RETAINER.
#8x/4'PAN HEAD SJ
CREW-
{ / (BETWEEN STEEL SKIN AND FRAiAE). .(III (10 SCREWS PER LITE).
f
IMPACT Rf,55;AN3"
ONE-PfECE INJECTION POLYSTYRENE RETANER FASTENED TO FRAME ti1TH i
i uOL.G:A GE LEXaI (10) qa x 374"RAN KAO
L3 SLX243?T F our, - L3
` FRAME..k GIAZPN,^.,
I I
(IMPACT—RESTS€ANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 101348-A DRAWING 101348-8
I •
---.........
._
t g1il '++rj
• No 632,8 Cy • {!t4^.'UF•nCrURJNG PRODUCT CODE
`*7• T/"jl. *~ !SkiORT PANEL: PAW-2Fi5.3
L !LONG PANEL: PAN-2FISG
DESIGN LOADS: +38.0 P S.F. & -44.0 P.S F
'> i1/5` TF ST LOADS• +57 0'P S.F. & -SIO P.S.F. ;PART NO.: NIA:
A 9=. STA E F :kA` -..____ A
1 unless Slotea otn s fsSd.,D e Bw�:evwA I VINO JAD RATING
!pT' F P �+: TOLERANCES � Q
TOLERANCES
s MGs n,,Oi 5D4C;L'SA �: J( ..I_.i CJ
4ORtp• ��`.` eI av �3 i 6
sl1� .Q00 .005 GESCRIP7ON.: CLASSIC;XID`CH;RPA STEEL PAN SC +36/-45 PSF.---"'---- .DLTDO o ,...CXIt DRA1tiN_f3Y; MV! DATE: 5/!5/94ISChLE: NTS DWG-'.(�
1)ESIGN ENGINEERi tECKED �- �+ 1
Ce9ree:, p m i/T Ct 6Y': -- BATE' -- is 2 OF' 4 SIZE
SCOTT HAMILTON, Y.F. ttntcss SScI_d oUw.»<sr .—_..__...
FLORID I_IC:F.h_,E No. G_28+ ._.__........_............._.............._..._...._.._...._'_—_.._._._.—........_..,._.._.____.._.___...___..
...___ ,r ___.—_..._..... M1f4EN$R)NL'ARE 1'i uNJiEs.l i)WC. rJO.:. ?Q.;<8 - AID !VER: IDC
'CLASSIC'RAISEB PANEL EMDBSS Df !RS `CARRIAGE HOUSE'RAISED PA _EMBOSS BOORS SHEET RE195(OIaS
—NOBELS 24 Ga 2S G4. L✓S 251 �' 25 CA,CIWAY ...— G_ CRSS 25 3 OF A. .R_�..-NO I ZONE......DAT�.._W _— N �.
E cLDPAv aaA,va 72,�5' 7g E , - —_ ECN NO.�AFPVD: DESGRIP7€C<,
i IDEAL 4RST, 4Fx 6RST 7. GALLERY' - 17 -J _- -y.SEE REVISION HISTORY ON SHEET ONE.
92BI __ HOLt+ES AR5S `
SHORT PANEL. LONG PANEL
IDEAL ,3" TALL.U-BAR
a -,MODEL 4F 1S FLUSH CARRIAGE I SE` EDSS
--1 r-2" THICK 2C GA. GALV, STEEL a
SHORT PANEL LivePANCL J WN. YEILD STRENGTH; 50 SCS'
}I �� 3.,
&
VERTICAL JAMS ATTACHMENT tW !.tE BUtUOING57;
CLQ6 FRA.
3/8"x3" LAG SCREWS ON 24 CENTERS. 1-1/8"O,D. WASHER REQUIRED. LAG'SCREWS MAY }
BE COU14TERSUNK (BUTNOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE.
HORIZONTAL JAMBS DO NOT TRANSFER LOAD.. I 72 GA, GALA'. STEEL. TOP
V�IT(;AL_�gty1.5_�1Tj 1�,SENT (f,-90 B ZirK DR.2 0 0�sf �jijy,_("ONCRETF ('01 UMN): i ROLLER BRACKET. EACH
3/8"x3 'SLEEVE ANCHOR BOLTS ON 22"CENTERS'(2;000 PSI M.N. COiVCRCTE). W IS IERS - BRACKET ATTACHED W/(44'
INCLUDED WITH SLEEVE ANCHORS, #144/8" SKEET METAL
OR SCREWS.
1/4';F3"TA¢CON SCREWS ON 19" CENTERS (2,000 P51 MIN. CONCRETE) OR FO"CENTERS 25 GA: MIN. G--40 GAL11. ..� SHIP LAP.IO/N'iS,
,C-90 Bt CK), T 0-0WASHERS REQU€REQ WITH APCONS. STEEL SKIN WITH A i -
ANCHORS MAY BE COJNT£PSU1K(BUT NOT i'EMIIKE€`). O PROVIDE FLUSH MOUNTING 9AKED-ON PRIMER AND _
SURFACE. HORIZONTAL JAMBS OD.NOf TRANSFER LOAD A BAKED-ON POLYESTER r
c. - TOP COAT APPLIED TO 14 GAL GALV STEEL END HINGE Cl
QT-HER JAMK PONF'1LURA;ONS: REFER TO DASMA TDS-161_A LICENSED DESIGN BOTH SIDES OF STEEL FASTENED TO END STILES W/(4) EACH
PROFESSIONAL WAY ALSO BE EMPLOYEO TO APPROVE ALTERNATE FASTENERS AND/OR JAMB SKIN. #14x5/8" SHEET METAL SCRL"LVS & (4)
CONFIGURATIONS: - .,!!! 1/4- SELF TAPPING SCREWS.
O�
PREPARATION OF JAMBS BY OTHERS
NflT THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE
RESPi:NSIBUTY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE.AND � � 3" PALL z 20 (>A. GALV. STEEL U-S.ARS
I IN ACCORDANCE WITH CURRENT BU.LINNG CODES FOR TFIE LOADS L'STED ON 781S DRAW€AlC. INA LL x 2-1 PATTERN ?kE. 'IWO
U-ISARS ON BOTTOM. SECTION. ON-E
U-BAR ON NEXT SECTION, ETC.). EACH
U•-BAR ATTACHED WITH (2) 1/4"x3/4'* i
I SELF TAPPING SCREWS PER STILE.
I LOCATION.
B
i
- f
`•�-13 CA, GALV, STEEL BOTTOM BRACKET,
ATTACHED WITH (2) #141x5/$"SHEET META_ SCREWS
ALUMINUM EXTRUSION
�wwA'--f HAA1fjr���i� 3ECTION A-A (BGE ViEwl WEATHERSTRIP.
y GO Y i�
/r � MANUFACTURING PP.ODVCT CODE
SHORT PANEL: PAN-21`153
% - LONG PANEL:PAN-2F;56
DESIGN LOADS: +38.D P.S.F. & -44.0 P.S.F. .-.....__.— _.._..
TEST"LOADS: +57.0 P.S.F. Ft -66,0 P,S..F; PART NO.: N/A n
O• raw thtess 5€ntea OtncmK" i CCopay x531 Ov?<e oiivs''evor4 ' W NDLOAD RATMIG A-
��T TOLERANCES orc ucwn:O:i 4.4D4IICSi /
........R 1 ,w Tel.Nn.513-77D 8DD t N G D P 3 1
iii$f www .0:_ £.031 Bw,c4 Pfotuts C-,vcr Fax Ro.5i3-T10-{x13
L �,hrO�p�1ttVww .OJ- 3.0"•`J 'OESCR€IyiION: CLASSIC A*1D CH RP STEEL FAN Sr -.3I#/-44 PSF
D1 SIGN ENGINECR= coop !.moi DRAWN BY: Mot QA7E:3/15/95. 4CALi: NTS 06VG.�
SCOTT HAMILTON. P:E. Oe9°`�`' = a liY CHECKED BY: -- DATE: -- S1'€EE.T 3 O 4 SIZE
IFLORIDA LICENSE N�. 63285tialess ritCt<Q Oth'n;xe
OkWENSYJNS ME!N INCHES. DWD. NO,: 101348 - A/B i VER: LSC
� .
�
�
4'CLAS�ZC�RAIiLD PANEL EM.Bass NMRS 'CARRIAGE H�SV RAISED PAtrLL EMMSS DOORS S�ET, .............................. REVISE 0.11.1s
3
�
MODELS B5 CA 4 6F 4 IRE DEFCRIPTION
CL2PAY 73, 75, CLOPAY
e. 4ZB
..01-NES HULM;ES
SqCRT PANEL LUNG L
MflaEl-4f' IS FLUSH LalllllAl�
D SHORT PANEL LEM,PANEL
VHORIZONTAL'.TRACK
13GA CAM STEEL FLAG BRACKFT ATTACHM TO
JAMB VOTH(3)5/16-X 1-5/8�LAO SCREWS DOOR SUPPORT BY DOOR
HEIGHT -L INSTALLER (10 Sli 1).
2is SYP WOOD JAVIB.SEE OPTIONAL STOP MOULDING BY INSTALLER(TO SUA).
,TL-TRACK CONMURATION
A?,'V--THE MOP��FHING DO�-S ra AS FOD;SPACING ME 30'O.'C. -J"15 PREPARATION NO11—. 16 GA MX STEEL ENO STILE.
I MB
-FAACII!G 11!3 B-
NOT AFFECT THE WIND LOAD
RATING OF THIS DOOR. 4
M x 12 w,GAI.V.STF.F.I.
TRACK THICKNESS,,0,68Y. 2L-ifl-WE
lo'-O"1 112" TF%KBSRACKETS FASTENED-6
--7/16-I.D. ROUND 8 CA. CALM STEEL affrER HINGE
FASTENER, #14.5/8"SHEET LIETAL SCRUIS.
�
|
�
� �
�
�
ATTACHED,TO JAMB WITH(1) 13-0-14S- SHEET UETAL SCMIS AND(2) 114"SELF TAPPING SCREMS PER END MUM
X LAG SCREW PER 131-61 itA�
WITH EITHER(2) 1/4-0 R! TS 0 2'DA 1-1/2-LONG STEM. tO BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
fR4EWS,
tit 11,
No eafZ
Z SHORT PANEL: PAN-21`153
LONG PANEL: PAN-2FI56
A �
TOLERNISES
/0 N A I DESCRIPTION: CLASSIC AND 'PL STEEL PAN,Se +35�_4'
�
- _ FL . ..~-~~~~~~. APPIR.~ .~ ~~ 1(501 @7
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Florida Building Code Online Pagel of 5
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Pro
ductApproval
USER:Public User
Product Approval Menu>Product or Aoolicatlon Search>Application List>Application Detail
FL# FL16107-R10
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason,OH 45040
(513)770-6062
mwesterfield@clopay.com
Authorized Signature Scott Hamilton
shamilton@clopay.com
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 Received
Florida Engineer or Architect Name who developed Scott Hamilton
the Evaluation Report
Florida License PE-63286
Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Gary Pfuehler
R1 Validation Checklist-Hardcopy Received
Certificate of Independence FL16107 RIO COI Certification of Independence of Validation Entity-
Gary Pfuehler.odf
FL16107 R10 COI Statement on independence of Evaluation Entity-
ScottHamilton 120424.pdf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By - Florida Licensed Professional Engineer or Architect
http://www.floridabuilding.org/pr/pr app_dtI.aspx?param=wGEVXQwtDgvyf4ngAXh109... 8/22/2018
Florida Building Code Online Page 2 of 5
FL16107 R10 Eguiv 20170809-FBC-DASMA 108 eguiv.pdf
FL16107 RIO Eguiv 20170809-FBC-DASMA 115 eauiv,pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/10/2017
Date Validated 08/14/2017
Date Pending FBC Approval 08/16/2017
Date Approved 10/10/2017
Summary of Products
Go to Page 0 0 Page 2/3 0 0
FL# Model,Number or Name Description
16107.21 21 W8-16 DSIE-11`471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior
GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga.min.)Double-Car(9'2"to 16'2"wide)
AR2LP,ED2SP,ED2LP,4302,HDGC, WINDCODEO W8 Garage Door with Optional Impact-
6202,MFC68,4305,HDGR,6205, Resistant Lites
SFR68,MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II TQ4786-Rev04-signed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure:+46 PSF/-52 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130214-A.pdf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
re---fiarna missile impact).
6107.22 22 W6-09 DSIE-117171:4400,4401, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior
4301,4300,4301,4310,HDG, skin 27 ga,min.)Single-Car(up to 9'0"wide)WINDCODEB
HDGL,HDGF,66,66G,67,67G,68, W6 Garage Door with Optional Impact-Resistant Lites
SP200,SF200,SE200,6200,6201,
6203
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 101526-A-Rev2Q signed.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure:+38 PSF/-44 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or Ff_1_6k07 R10 AE CBPC 130214-A.pdf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.23 23 W6-09 DSIE-11F171:4400,4401,_ Double-skin Insulated EPS(exterior skin 27 ga.min.; interior
4300,4301,4310,HDG,HDGL, skin 27 ga,min.)Single-Car(up to 9'0"wide)WINDCODE8
HDGF,66,66G,67,67G,68, W6 Garage Door
SP200,SF200,SE200,6200,6201,
6203
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16107 R10 1I 101526-B-Rev20 sianed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:No Created by Independent Third Party: No
Design Pressure:+38 PSF/-44 PSF Evaluation Reports
Other:Doors with standard glazing meet the wind load FL161.07 R10 AE CBPC 13Q214-A.odf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.24 24 W6-09 PAN-21`153: 84A,94,73, Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide)
75,1500, 190,4RST,4RSF,4F, WINDCODE@ W6 Garage Door with Optional Impact-
6RST,6RSF,48,42,55,48B,42B, Resistant Lites
55S,GD5S,GD5SV,GRSS,GR5SV,
ARSS,AR5SV,ED5S,EDSSV
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 101348-A-Rev17-signed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure:+38 PSF/-44 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130214-A.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.25
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 109... 8/22/2018