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FL # FL14569-R10
Application Type Revision .0
Code Version 2017 kbirev
Application Status Approved*Approved by DBPR. Approvals by DBPR as an�atifes!
by the POC and/or the Commission if necessary. way � 0
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Comments U CO I- y
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Archived 0 4 CO z W p in
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Product Manufacturer JELD-WEN Zw zZ � "- CC
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Address/Phone/Email 3737 Lakeport Blvd J
Klamath Falls, OR 97601 Q _ O O 111 p
(800) 535-3936 w J 1+ Z ?. U ,Z
fbcl@jeld-wen.com ` �� .r 0 C)
Cd _ 1
Authorized Signature Rylee Sumner Fricks s
fbcl@jeid-wen.com u
c
Technical Representative JELD-WEN Corporate Customer Service z i
c:
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls, OR 97601 -
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email f`- ti i j O
btu Z=r7 � flat.[)
Exterior Doors Lu Category � ¢ a -0-
Subcategory
Swinging Exterior Door Assemblies ¢ s ¢ LU
a - IL > !- "' p U z 5
a wO�LI¢000wo -
Compliance Method Certification Mark or Listing f¢ od ac Z M a 0 U W I•- U . �AM
.-y
Certification Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute
Referenced Standard and Year (of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14569 R10 Eauiv ASTM E84 Equivalency Letter SS 2017-08-31 pdf
Product Approval Method Method 1 Option A
50r0 ;COO. 0
00O.0
Date Submitted 05/13/2019
Date Validated 05/15/2019
Date Pending FBC Approval
Date Approved 05/17/2019
Summary of Products
FL #
Model, Number or Marne
Description
14569.1
Contours Steel, Wood Edge
Full Lite Door, Outswing, 6'-0" x 6'-8"
Limits of Use
Certification: Agency Certificate
Approved for use in HVHZ: Yes
FL14569 R10 C CAC NI006255-R9.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
09/30/2027
Design Pressure: +60/-60
Installation Instructions
Other: Product must be installed per manufacturer
FL14569 R10 II 1WO509- 3 Installation. odf
Instructions as stated on drawing 3WO509-03
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R10 AE PER3392. df
Created by Independent Third Party: Yes
14569.2
Contours Steel, Wood Edge
Full Lite Door, Inswing, 6'-0" x 6'-8"
Limits of Use
Certification. Agency Certificate
Approved for use in HVHZ: Yes
FL14569 R10 C CAC NI006255.02-114.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
06/30/2027
Design Pressure: +60/-65
Installation Instructions
Other:
FL14569 R10 II 1WO509-04 Installation.pdf
VeriFled By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R10 AE PER3393.pdf
Created by Independent Third Party: Yes
14569.3
Contours Steel, Wood Edge
Full Lite Door, Outswing, 6'-0" x 8'-0"
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL14569 R10 C CAC NI006254-117.ndf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
09/30/2027
Design Pressure: +50/-50
Installation Instructions
Other:
FL14569 RIO II 3WO509-01 SS 2015-07-02.pdf
VeriFled By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R10 AE PER3391.gdf
Created by Independent Third Party: Yes
14569.4
Contours Steel, Wood Edge
Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non -
Impact Rated Glazed Sldelites, 12'-0" x 6'-8"
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL14569 R10 C CAC NI012741 RI NI012741 01-Ri ndf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
04/30/2028
Design Pressure: N/A
Other:
Installation Instructions
FL14569 R16 II 3WO32012FL Installation.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R10 AE PER3321.pdf
Created by Independent Third Party: Yes
14569.5
Contours Steel, Wood Edge
Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non -
Impact Rated Glazed Sidelites, 8'-4" x 8'-0"
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL14569 R10 C CAC NI012740-Ri.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
04/30/2028
Design Pressure: +45/-45
Installation Instructions
Other:
FL14569 R10 II 3W072012FL Installation.ndf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 RiQ AE PER3322..pdf
Created by Independent Third Party: Yes
14569.6
Contours Steel, Wood Edge
Opaque Door, Outswing, w/ or w/o Sidelite, 8'-11" x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL14569 RIO C CAC NI01108? R3.odF
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 08/31/2027
Design Pressure: N/A Installation Instructions
Other: FL14569 RIO II S-2104 Irystallation.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 RIO AE PER3398.odf
Created by Independent Third Party: Yes
14569.7 Contours Steel, Wood Edge Opaque Door, Outswing, w/ or w/out Sldelites, 8'-11" x 8'-0"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL14569 R10 C CAC NI011096-113 NIO11096.01-R2 pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 08/31/2027
Design Pressure: N/A Installation Instructions
Other: FL14569 RIO II S-2108-Oi.ndf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FI-1.4569 RIO AE PER3832-ndf
Created by Independent Third Party: Yes
WIM
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-437-1874
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F S., please click h=.
Product Approval Accepts:
UN U19 rn
Cr€;dii Card
Safe
4 rl
J.E.L,DVENe Steel
dySAVERCQ!}70UA'8tiB"iY0WQ6EOPAWESTFEL WMW
LYAECTDOCIit/NTTSHN7N&WYIiIOUIS/DELITi&q
SEIM! TTOTES
f. THIS PRODUCT iS DESIGNED To COMPLY Wily Tiff CURRENT nom %woo
LiTOE ANQ HIGH VELomy NURR wi: za%E Q, REQUIREMENTS.
2. WOOD BUCKS S OTHER$,, UMT BE ANCHORED PROPERLY T1T T+RAJdsFfR
LOADS TO THE STRUCTURE
9. ROOM AHC,HORS WU BE AS USW AND SPACED PER AHt:NOR W04FON
D" NOS. AlMOR fEOEOkfENT ID BASf 6fA1t721A6: SHALL BE REYOAID WAt(.
DRESSING DR slvecal
A SEE TAME 1 (W THIS SHEET FM DE5M PRESSURE RGM.
5 THIS PRODUCTS THE WATER REWIREVEla MR 1HVMZ4 ZONES SEE
THE DEM PRESSURE GWRT BELOW:
6. DOM ARC IMPACT RATED AND DO NOT WUIRE MIAMI-DARE
APPROVED IMPACT RESIStANi SHUTTERS.
7. FUM-DADS APPROVED tTiPACT AEStSTANT SHUTT7RS ARE REQUIRED
FOk sTOEZREs
8. S7PELM ARE AV OPTION AND CAN BE USED W A SWOLE OR DOUBLE
c�iPONEyr coNSTAtt�rraAls:
Ce 24 ga; (D.02o.? .minimum thtCturess CatrooW Sted A-525
tommerrial quanly - average mfn8oum gold
WWeagth. fY(aft)-30,627 Psi.
tJELD- .£rpanded DOyst)reritr Wit 1.0 to 1.25 IbsJd ovws r, by
dJ PeAef C SLAb`Lia1M1 rho aafive and taadk ponefe or# tarishucted tram
240A (Q02D' min.) golvariked sk el, The face sheet taps and bottoms we
bent W over the top oad bottom rmll& Tho tap LVL rai! mmuree 1.67•
rids x Ir high. The steel t*Uam AR measufis 1.671 bide x 121` high_
Thtr opt aim( *dod bottom raw measerse 1.67' ride x 1.25' �, Thu
skies a1 the tee $beet are rd formed onto 1be LVL latch stAe and
Ponderdsa Pine tinge Sore Wikb measure 1.67' x 10. The Interior covity
I'.. 00d With P61180M. The two. shoets 'ae gfubd to Die p*tymne.
Ub Const: i3. canstructed from 240A (0,020' an) galvanized
The edges of Die teen meet are bent 9T, over the. pa he 'core
and glued to. # The stdefita Priuds are routed to receive the 0b1 L'p Lie
Framo or.the optional Trimly Light fmmes..(Sos .sheet 7 for ¢Wzicg
��:1 1ha.Ata irmMs ore wat grazed on Urn interior and etriarLar.
ime fbastdtetimt: The frames are conBUucfed from Pandemo Fimo jambs
0t OW1129 1.Q5• Wlde x 4.5W.daep. The door find-sideRe head jambs are
mortised and buff joined to the side jofibs cad ottadted with: (,T) 166k 2'
x 7116' crown trite stoplez Are arms use a high dam trump /. imp dW
tfaeshord moomr;ng 5.25' deep x 1.75• (ugh or o standord burnp face
Pemko threshold owwvft 4.011" deep x I.D. Itl�t. The.unshofds arc
attached to the frames With (3) 16ti4: 2' x 7/16 emtm (fire stPLl
74.5' AUW. QA FFME WIDTH
.LT75' TYP. 3 125•
PANEL WIDTH A J6 tUW. OA
Nf/ASTRAGAL PANE 7 DTH
12 Im 112
WACAVE ACM
s6'
KAX.
0APANa
3
HE1w
9z5•
.
16W
i a '
.75'
TYP.
.875'
M.
.75' Ai114t.
BAR TM
36' W OA
PANEL WM
ca CM
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fff1CHT
97.5-
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n
15.5' to. QA
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PAM 9,M
7.125' M&,
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WIDTH
79.125'
WX
A.
&LO.
flow
M I I IT
625• 7s... �� ��
IC WACT OW WO
3775' WX OA for W, OA FRW WATiN 2
tAEtvm cRatt AsnEaraa75'
FWAIE WIDTtI L?5' 75 NULL. 1515' UAC OA. �
EAR TYP 9DELITE FRAME 1flDTH oacj
OA 36,6W Mg GA t
.875' TYP. PAS WbTT/Ft PANEL WTH PJWEL,0111 PAM NOW
tiY�AStRAr,At:
[mot ! Y ® 7.125' WX
&151CTiVr A=. . OA D. Q
'0
WK. OA
OA Awa
PmET t 73 t25' o
tfLiGffT tAAx w
97 5' 9N7.6* v.0 Q.
IWAX G,Hr rcHr
t F� I I
.05'
'75'
r- c
112 PRESSII11 RA/Nl0-)tfI WitLEER
Ati'LTtidliOR ttElAr4ElDif't5 t
111 WdP F"
TNRES7tO1D
W1"2Tl OAtf
TttRESHOtD
$Wpf .DOOR WeT 11( DX X0 0X0)
tp/AO NOBt-DtpA6T StDAAfS
+5o trlf -60 psi
+6Q p t -6O Pd
tldkef lXbR 1Rf1T (xX' "tX0.
�I6D iDN-A�ACT S9)DDE5
+41 Pst -0 psi
+47 psl -43 psf
me
a '••
Prepare¢ W.
W�
t3UILDING DROP% H C.
p
Phone: 40-644-6957
asra
Far. 407-644-230
61h RW
>pn No.:
S 2108-01
r i or -A
CONCRMI
U4SCWRY
1.50'
MIN.
025,
WOOD CONCRETE)
ws
NM 2O25`
Mtn.
T I
SEE DETAIL
ON SHEET 5
SEE molt 6 ON2 3
SEE WE .3
Slit 4
SHT. 4
115, ON 1,75' MK
PANEL Tw PANEL TRK. 36
- 17
SEE NOTE 2 ON
97,5* 96.0.
$Hr. 4 38
W.- J 11"log MAX
OA O.A.
FRAME PAW 0.125, MIAL
HOW
HEIGHT OLM THK
17
>NTERIdR
10 rig 97.5'
MAX FOR OPWNAL
3116* aw OA
16 FROJE SEE SHEET 17
HEM
tw we 2 ON 2
3
1.25,
: .75*
MIN;,ME_ n:j AMSONRY
BY DINERS
END.
�TICAL CROSS,t�QONJ u UWE SHr 6 ON
SHOED
29
SEE
-3/16, trw,
MT
TAPCON
.SEE ON NOTE 3
Twowllrti � 4
WOOD
WS
NOW.
r I
OA;
PANEL
Wow
- ----------
•
ONCREXI
COW / 94SQNRY
wWBY OTHERS
lid
aii,
BY OTHERS VERTICAL CROSS SECTION
/Xh VERTICAL CROSS SECTION \V AT SIDEUTE 54H
WITIH _STWR4RU BUMP FACE THRESHOLD
JML
2M
mum
I
WllowOR SM FACE SHEET 24Gk
IN
Fmff WA am ioxim emm FM
w=
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3
F)WE H;t%y-r Jw MGM JOWW PMEM RVE)
wm
4
FRW VKH 140 FF—MM MWEI) PUMAIMSA PINE)
wM
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e x 4'Bff MWE 12ac. AY MGM'
6
" x I, " WOOD saff (10W ro M)
7
MQ_R JAW 572LE
LUL
a
am_"
.9
10
CO ON mm-ammtl
-
11.
DM TOP ft
UL
12.-
STEEL OM 60TW ML
13
00w ma sm.
14
110-x I V4'PfH 9000 SCREW
STEEL
15
Lomw an
yL
ib i
is ANC OR I t14'MIN: EdABED
17
tw 1.
1.0 to 1.25 lb.If-Cf
IF,NIGH
CAW SUMp THRESHOLD BY WERIAL)
li-
2x W`QQQ SUB BM
5WQ
9-
sw (525- W. 54K. W. MR wspo OR GREATER )
21
KWSET 400 SMS ?QW
22
KWXSET 70D SOM3 D0IDBOLrM"
STEEL
03 x 1 112- Elam 1001. . aff UrE
SIM
24
0 x 2- PFH WW EW
M
25
Aa K 2 IIT FFH WOW SCREW
26
#to x I- MR WOW SCREW
27
#10 it 2* FM W= IM
SIM
28
Mt"N CAP
OWD
29
5490W CAULK (V?
SOME
—M
C"G Campo= FORY50313
BRAD TRIU AW1 16G
37
318, ou4RIER ROWD SSEUIE STOP
KWD
CMER BLOCKS FOR SM M BOMV W
MOF
j4
SWVjX WM SET' F51
35 -
SCIAAGE DSWWLT IR360 IWT SWWU)
36
WREWE SM FACE SHEET 2 GA UMT WSIEEr
SEE
37
1 Ar IWEREQ GM PPG) . .
JR
_79-
bot. Lfft fRw So (Hp _P6_30FU0391)
PR AZWOF ,OA—=R(CJ174-' x 4 9116 x 97 112')
AT,WAD
-io-
ALUM BY
AUWJUA(
sm FurrursyMEM? - .
M
i��,
�
YALE KNOB §gg
STEEL
SUM)
Sim
.44
SWN fRW HM SU Ant} 4WSS (FWa JOINTED IMOERM PINES
WD
45
UTE FRWE BY MW
PaLwap.
46
112- RMUTIP 78FERED GRA55*1111M W11AMPAW
. .GLASS -
47
48
1"1NSUUTO TEMPERED BY
49
LATE FMW 5131f19 1W- LONG PAN = (WTTiIN
so
1199
SMJ
tIlmowagrDWILUM MW Wl 1,50- AN,EMBED
SYM
DOOR LATM MKE PLATE.STEEL
_k3_IPW.
S5Fa
TCH OM BOLT SM PLATE
rq
BOHM DROPS. ya
Fkb.-. 4V-644-6957
A= 407-644-2366
RW
52108-01
6
SEE NOTE 2SEE NOTE 2
SHEET 1 19 20 4 5 7 t 15 2t 42 34 15 8 5 6 3 2D 19 SHEET I
SEE NOTE 7
SEE NOTE d ON Ski 4ci
ON SHL 4 &4R. fXMWR da o
LZ
R
x, PANEL W r
4n 51 10 1 t f 1 10 51 an hmwhv
`a
i; ON SHEETt5 (W SHFEf 5 .4By 7NERS �
a O26' MAX HORIZONTAL CROSS SECTION HORIZONTAL` GRO55 SECTION 025,
TCH JAMB TO CI H! GE J BUC a
1.50" MIX. $HIM SN1M t,5O' MIN.
CONCRETE/ EMBED.. EMBED. d
By OTHERS
SEE NOTE t
ON SW. 4 2 4t1 ASTRAGAL ,MR&N BOLTS (2) TOTAL; .(1 EACH) °
17 ? 7 4D b .T }. f5 214 34 0.31* tm x 90' LAG. At TOP & SOMM
INACTI
ACME �
z• �
SEE NOTE 26
t W. 4
10
• BETAtL. f � a
1.75, AIIN A$iR9GllR Tg J31t HNENT o
PANEL M. :NOTE: � 24. NOT SHOtYN THIS +o ^ k
MY FOR CLAWltaneit; n �
SEE NOTE 4 Z4 1 DN Tms t4 1 1 : p AVOW Br N.F.S.
ON SHT 4 SHEET C* 5,; w m on. wwS.
HORIZONTAL CROSS SECTION � O .s . R� • ' • atr� to owAT IMPERIAL A5T ikGAL ' w +t`� 10=95,T S 2108-bt
raP[. ��xpare for. 407-644-206
HORV NTAL CR C71 11
-A
EUTZ T U
@ LATCH JAMS
7.75'
A.
SEE NOTE 5 25
ON SRI. 4
tM DETAIL 5
ON SHEET 5
NQ.*RrZONTA�MPSECTION
THAJANq
fim.
CONCRETE/
I.
SPACING FOR REM 125 THE 110 x I" PFH SCREWS ATTACHING X MPM ASTRAGAL TO THE iWW DOOR IS
MASONRY
AS FOLLOWS. My THE TOP ONN & W 801101H 1.0. 2.51, 4.04, 5.51. 13.0", 18,e & 2&0'
or ones
Z
SPACING FOR ITEM J23 VX 18 x I 1/2' PLASM IS AS FDUOK,
ME A W—ThOM HOR2010ALLY MM PANEL: W IN FROM M CORNER.
ON INK SIDES... W-RlrALLY- FOR THE VDEUTE PANELS:- 3,0' i3.51. 24.5, 36r, 46.0, 57 5*, 68.5* & 79,01
'.
J.
SPACING FOR NEW 131 THE 160A x 314' BRAD TRIM UK ATTACHINO THE OUAM ROUND TO THE SIDEUTE AND
A,
7HE MULLION CAP TO THE WWN VAR VERTICALLY IS AS MLOrM- I.V IN
FROM EACH CORNER Wffk (1) NAIL ARD-SPAN,
3 WMALL I.Zr FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD.
4-
WHEN ATTACHING THE ME PLATE TO THE MW AND BUCK USE ITEM 0$, A 18 x 2 112' PFH MOD SCRiX,
WHEN ATTACHING THE STRIKE Pore To THE ams AND waaE me AT THE muLuojv USE M 124, A J8 x 2'
M WOOD SCREW.
S.
SPACING FOR ffLV 125 INC 08 x '2112* PfW WOOD SCREWS ATTACHING THE IAMBS TOGETHER AT THE - MULLION.
IS AS tatoft- 6.0- FROM WN VERTICAL CORNER WITH 0) MORE SCREWS MLEY SPACED ON THE FeD,
0.,
7K -SiDlifff PANEL IS SECURED WTQ THE SbEL(TE JAMS W1 ft IN 1LIDWIE CAULK ON *085 SIDES AND
J/$o QUVU ROUA05,SECUREP. WITH. 10 131 BRAD TRIM NAILS 9 314' LONG.
7.
WHEN ATTACHING THE RWOE TO IW M8 AND BUCK USE MW 127, A 110 x 2' PFH SCREW WHEN -ATTACHING
THE RwE TO THE ms AND siDaa "8 AT THE MULLION WE PW -114, A 110 X 1 314* PFH WOOD SCREW.
a
SPACING FOR M 149 W JO t 1 112' FANWAD SCREW(MMY UIE�) IS AS FOLLOWS:4AV
FROM THE . 702 DOWN kE=jt 5.63, 14.5". 23.26" .32.W. 41, 49,75, 0,56 ; 67.38*
76.31^.
9.
FROM THE 3.13, & GA
USE MR jf5l "m UtING ZINT0, WOOD SUBSTRATE - AT HEAD & JAMEIS tM ITEM J25 WHEN LWALLNG INTO
MULLION& USE M J16 WHEN INSTALLING INTO CONCRMIWONRY SUBSTRATE AT $110M SILLS.
I.w* mil
EMBED.
Q.75'
'wTr 7
SHr, 4
SEE NOTE 2@
ON SHT. 4
9 b SEE NOTE 6
ON SKI 4
FOR OPTIONAL
112* & I* to.
SEE SHEEP #7
SEE NOTE 3
ON SHE 4
4.
0. 13, MIN FOR OPTIONAL
Gm Tnx. 112- & 11 to
SEE SHEET ji
EXTERIOR
INTERIOR
0.25* IAX
SHIM
Sm or 2@
2�CAI SHT' 4 414"' HOM SEE NOTE 6 ,4AAflos
9 ON SHt 0.01;;i F.
E DETAILS
R SHEET5
fwmd tbr
It
smm MOPS. M
Phom- 407-644-6957
Fm 407-644-2366
S�-2168-01
r 4or 8
74.50" VAX. OA FRAME mm
SEE DET
2
oh rtr�S Sj
916
0 TYR
T1Do*
A0' TVP. 17YP, i
' TVp. [_
54 }5y�1 1
6 1 25.94'
SPACES
.0 14.25"
SEE DETAIL 5
97.50� OW THIS SHT.
NAIL,OA 24.00
FRAME —
1
HQDi� iz.00"I 1
z � 2sa11"
36.53" 16
SEE DETAIL 4
ON THIS SHt
�•00 TYp.
It B.OnD" j DD TYPI
Ap
SEE DETAIL 3
ON THIS SHE
j10 WE DOOR WITHOIR SIDEL S 11Dtj�(jCaAONS
l�'ss�0. DJIERIOR
76 SEE NOTE
14 27 7 SHEET 4
41
•
6
OiTAIL 2 - ®Fi AD AYS DETAIL 3 - a 'iHRESHOlD 9 i. d!
A$TRACAL STRIKE PIAI ASTRAGAL STRIKE PLATE NINGES TO JAMB Sc ODOR
sa�0"
6
SPA(
014
97.50,
MAX
OA
HEIGHT
70,2$" 1JAX OA FRAME VADTH
TY?
9.(Mi` TYP.
JAW{
74yp50�"
{
Typi
-W M,
V
TT
..
TrM
B.
51
SEE NOTE 5
ON SHEET 4
SEE DETAIL .
%QN THIS SKI
2
1
24.W
I12.00*
JL
0o.
X625'
Arm.
7;�
4V" J.WP TYP 1 ' lfl/ Twz
Uum
STRIKE PIAT�ES TKO ASTRAGAL SiT w'PIATES TO 4w
1
SEE DETAIL d
ON Tw SK.
' .15" Ulm
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