HomeMy WebLinkAbout23-7020BAR-007020-2023
Issue Date: 10/10/2023
REINSPECTIONWith respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
iku ra All iN
Uompiete ?11WR3-,W.TMY= All - #I - 1; 1
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
PEfIT OFFICEC)
1TWOUT APPROVED INSPECTION
Job #: Customer:
DOWS DIAGRAM SHEET
Consultant:
Window Diagram 81)ajt
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CUSTOMER SIGNATURE
]4 z
i ELLOW CDPV :7JSTCMER
DATE
-1i01132
6/16/23, 9:34 AM Florida Building Code Online
NUMAKEIRION&RAMEARM 51 =- - =112=074 =1=2=21�- 3
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stars & Facts Publications Contact Us 3CIs Site Map Links Search
rProduct
Approval
USER; Public User
Product AiqpLro�Menu > Product orApp
> ,4pp ajjq_
aC n List > Application Detail
Im
4"4
F I
FL #
7- FL30037-R3
-�
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer Wincore Window Company, PLC
Address/Phone/Email 250 Staunton Avenue
Parkersburg, WV 26104
(304) 485-7460 Ext 228
dgeorge@wincorewindows.com
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.com
Technical Representative Mike Reed
Address/Phone/Email 250 Staunton Turnpike
Parkersburg, WV 26104
(304) 485-7460 Ext 228
mreed@wincorewindows,com
Quality Assurance Representative Mike Reed
Address/Phone/Email 250 Staunton Turnpike
Parkersburg, WV 26104
(304) 485-7460 Ext 228
mreed@wincorewindows.com
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Harocopy Received
Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2023
Validated By Ryan J. King, P.E.
Validation Checklist - Hardcopy Received
Certificate of independence FL30037 R3 QI ( )_Certificate of 1ndepgnjenqjp-df
Referenced Standard and Year (of Standard) Standard y9m
ASTM E1886 2005
ASTM E1996 2006
ASTM E1996 2009
ASTM E330 2002
TAS 201 1994
TAS 202 1994
https:lffloridabuilding.org/pr/pr�_app_dtl.aspx?param=wGEVXQ\AttDqtSgVKbLOuOYdZDg3Qs4EhhQ7X2shPUtYvCl5f4BrQgTA%3d%3d 1/4
6116/23, 9:34 AM Florida Building Code Online
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL30037 R] Equiv of Standards (j).p Af
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
10/21/2020
Date Validated
10/21/2020
Date Pending FBC Approval
10/29/2020
Date Approved
12/16/2020
1 FL # Model, Number or Name
Description
mm
30037.1 a. Wincore "Impact" Fiberglass Entry
"Impact" Fiberglass Opaque Door - Single with or without
Door
Sidelites (X, OX or XO, OXO) Outswing/Inswing Configurations
up to Nominal 6'8 in Height
Limits of Use
Installation Instructions
Approved for use in HVHZ., No
FL30037 R3 11 (t) Inst 30037,1.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, RE. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other- See INST 30037.1 for Design Pressure Ratings, any
FL30037 R3 AE (A)-Lval 30037—pf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
30037.2 d. Wincore "Impact" Fiberglass Entry
"Impact" Fiberglass Opaque Door - Double with or without
Door
Sidelites (XX or OXXO) Outswing/Inswing Configurations up to
Nominal 68 in Height
--------
-------------
Limits of Use
Installation Instructions
Approved for use in HVHZ, No
FL30037 R3 11 (LI)ji-ist 30037 2-pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant. Yes
Created by Independent Third Party: Yes
Design Pressure- N/A
Evaluation Reports
Other" See INST 30037.2 for Design Pressure Ratings, any
fL30037 R3 AE (D) EvaL30037 2,p f -
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
------------ *---* *---,-,-,-
30037.3 c. Wincore "Impact" Fiberglass Entry
"Impact" Fiberglass Glazed Door - Single with or without S
Door
Sidelites (X, OX or XO, OXO) Outswing/Inswing Configurations i
up to Nominal 6'8 in Height
Limits of Use
Installation Instructions
Approved for use in HVHZ, No
fL30022-a2-1L(jj)_Lnst 'OQ37_Lp.�lf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant" Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other* See INST 300373 for Design Pressure Ratings, any
FL30037 R3 AE ( �)_gvaL30037.1,p f
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
30037.4 d. Wincore "Impact" Fiberglass Entry
"Impact" Fiberglass Glazed Door - Double with or without
Door
Sidelites (XX or OXXO) Outswing/Inswing Configurations up to
Nominal 68 in Height
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL30037 P3 11 -n3L3-0037 4,p f
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 30037.4 for Design Pressure Ratings, any
FL30037 R3 AE (d)-Eval —3003/A.�f
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
30037,5 i e. Wincore "Impact" Fiberglass Entry
"Impact" Fiberglass Opaque Door - Single with or without
Door
Sidelites (X, OX or XO, OXO) Outswing/Inswing Configurations
up to Nominal 8'0 in Height
https:llfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtSgVKbLOuOYdZDg3Qs4EhhQ7X2shPUtYvCl5f4BrQgTA%3d`/`3d 2/4
W IN PRE
W s
250 Staunton Turnpike, Parkersburg, WV 26104
SINGLES
wl or w10 SIDELITES
tsr I OUTSWING
GENERAL MOTES "IMPACT"
1.. '['his product has been evaluated and is in compliance with the 7th Edition (2020)
Florida Building Code (FBC) structural requirements excluding the "High Velocity
Hurricane Zone" (NVNZ).
2_ Product anchors shall be as listed and spaced as shown on details. Anchor
embedment to base material shall be beyond wall dressing or stucco.
3. When used in areas requiting wind borne debris protection this product complies
with FBC Sections 1609.1.2 & R301.2,1.2 and does not require an impact resistant
covering. This product meets missile level "U' and includes Mind Zone 4 as
defined to ASTM E1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1,
4. For 2x stud framing construction, anchoring of these units short be the some as
that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
-- -115" MAX. OVERAH- FRAME WIDTH ......__.._.
37 25"MAX. 37.5, MAX
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DESIGN PRESSURE (PSF).
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N/A
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-50.0
+50.0
-50.0
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76.25" x 8Y'
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-50.0
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-50.0
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115" x 82"
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-50.0
+50.0
-50.0
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FL-30037.3
F OF 13
i
0.4"
CAP (PVC)
31,11'MAX. PANEL.
WIDTH
OORLOCK
iWARE TABLE
@)tLASTP10 SIDELME PANEL
FIBERGLASS SKIN: 0.075" MIN. 111K.
FOAM CORE: POLYURETHANE - I.? PCF MIN.)
0.4"
INTERIOR LATCH STILE (LVQ CAP [PVC)
I HORIZONTAL CROSS SECTION
2
0009 LOCKHARDWARE TASTE
MANUFACTURER
moon
TRKENNIUM 3000 SERIES MULTI -POINT
ENDURA
LOCK (3 pt.)
HANDLE SET; "F'SERIES (1`60)
SCHLAGE
DEADBOLY: "B"SERIES (460/42)
TOP RAIL
(COMP.)
EXTERIOR
FOAM CORE
FIBERGLASS SKIN
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BOTTOM RAIL — Lj[.�
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sch El N. T.S.
DwG, BY: RW
cHx, BY: LFS
DRAWIi WD_
FL-30037,J
sHfa _ZL_of 1.3
A
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STRUCTURAL
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SILICONE
GLASS BITE 5/6'
V OVERAI L GLASS I HK.
EXTERIOR
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N OLM' SAFLFX8 PVB INTER[ AYER C,1 F
24 13" MAX. O.A. d
FRAME WIDTH I /6'ANNEALED GLASS 2
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20.63" MAX D L 0 AIR SPACEWIDTH INTERIOR 1/8"TEMPEREDGLASS
INTERCEPT SPACER {RN PLATED STEEL)
NON-STRUCTURAL #8 X 2" PPH SMS
BACKBEDDING SEALANT
(READI-SEAL] GLAZING DETAIL P�� -6
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A "FLAT 3a�
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(6063-15 ALUM)
4.25' (IYP.)
QQL LITE FRAME DETAIL
"FLAT FRAME" PROFILE
----
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FL-30037.3
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FL-30037.3 a
ELEVATION
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SEE NOTE t L - EXTERIOR t I a t o .� R EXTERIOR - -
�:. SEE NOTE 1
40 — 40 �
1 HORIZONTAL CROSS SECTION / d `HORIZONTAL CROSS SECTION
§ Outswing shown (inswing similar) N
1 $�Outswing shown (Inswing similar} �r
2X Jamb Reinforcement2X Jarnb Refnfarcemen o
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NOTE: —.—
t. Spacing for item 1: 6" from each end and 3 more a nwruc a: -
equally spaced along sidegte jamb (5 total). F L-30037.3 0
S, eEff 5 OF 'f 3 `�
I-t!4" MIN.
E 1 _._- - EMB.(FYP.) \\\d.:'
d$ C
LC
Wamp.
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EMB. (TYP.j - — L 040 �� 7 1 /
--. .-. 3 rn' W z r
CE / CF
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION EXTERIOR INFERIOR
inOutswing shown (Inswing similar) Oufswing shown (Inswing simflar) a _ Q,
E 4 VERTICAL CROSS SECTION a a
E Outswing shown (Inswing similar)
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O \ O
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w
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L
SEE NOTE t L " °
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IN OL
-
w
-
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SEE NOTE 2 L 5Li
l� anTe: 8 03/i9 z
EXTERIOR scnt: N.P.S.
NOTES: -____ __. 5
1. Spacing for item L: 6` horn each end and 3 more (� _ I` MIN. INTERIOR / EXTERIOR c— ar:
t7W
equally spaced along sideNte lamb (5 total}. EMB. (TYPT oaavamc No.: a
2. Spacing for item L @ head & sill: 6" from each end, I ,HORIZONTAL CROSS SECTION 5 VERTICAL CROSS SECTION
@ centerline, 2 additional of Y & 4.5' ham end Oufswing shown (inswing similar) 6 Outswing shown (Inswing similar) FL-30037.3 a
w
adjacent to door. '- sneF1 --L of 13 �
E
INTERIOR
EXTERIOR
HORIZONTAL CROSS SECTION
Shown wl I X sub -buck
Outswing shown (Inswing similar]
NOTES:
I . Spacing for item L: 6'from each end and 3 more
equally spaced along sidelite jamb (5 total).
2. Spacing for item L @ head & sill; 6" from each end, I
@ centerline, 2 additional at S'& 4.5'fforn end
adjacent to door.
K2HORIZONTAL CROSS SECTION
Shown `w/l X subbuck
Outswing shown (Inswing situ for)
SEE NOTE I
1-1/4'MIN.
EMB. (TYF'.)
3 -'\ HORIZONTAL CROSS SECTION
—7) Shown w/ TX sub -bock
Outswing shown (Inswing similar)
EXTERIOR __L/ I
Z �/J_ INTERIOR
J4 ,) VERTICAL CROSS SECTION Shown wl I X sub -tuck
, Outswing shown (inswing similar)
A,
X,
6.
W, 6
41/1
omro
C',
Z.
pis
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N
z
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CP
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psi
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SEE NOTE 2 ( LJ
J
EXTERIOR l INTERIOR
�5'VERTICAL CROSS SECTION
7 7Sh_ownwM_,ubbuck
-111 Outswing shown (Inswing similar)
z
'L N.T.S.
R W
LFS
miwc Ho:
f L300_31A
EXTERIOR
-- t. , , q
HORIZONTAL CROSS SECTION
Shown Direct to Masonry
Oulswing shown (Inswing sifnilof)
NOTES:
1. Spacing for item L: 6" from each end and 3 more
equally spaced along sidefifejamb IS tolot).
2- Spacing for item I. @ head & sill: 6" from each end, I
@ centedine, 2 additional at 3'& 4.5'from end
adjacent to door.
HORIZONTAL CROSS SECTION
�8 Shown Direct to Masonry
Outswing shown (Inswing similor)
Jtt NUIt I
1-1/4'MIN.
EMB- (TYP.)
3 HORIZONTAL CROSS SECTION
Shown Direct to Masonry
Outswing shown (Inswing
4 VERTICAL CROSS SECTION
Shown Direct to Masonry
Outswing shown (Inswing similoo
SEE NOTE 2
EXTERIOR
RININXION
rS-'VERTICAL CROSS SECTION
Shown Mect to Masonry
Outswing shown (Inswing similar)
za
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DATE. 8 03 19
SCuE: N. T. &
DWG, 8Y. RW
CHK W; WFS
DRAWWG NO.;
FL-30037.3
SHEET _L of _L3
rl—"\ VERTICAL CROSS SECTION
INTERIOR -T77A- EXTERIOR
SEE NOTE
4
VERTICAL CROSS SECTION
IfAER-109
SEE NOTE I
EXTERIOR
5 '\ VERTICAL CROSS SECTION
9 inswing A
40
A
z
<
yJ
V)
0 z
�3 VERTICAL CROSS SECTION
�q ADA Sit
NOTE:
I - Spacing for Item 1- @ head & sill: 6" from each and,
I (q) cenledifie, 2 additional at Y& 4.5"hom end
adjacent to docx.
IE, --N.T.S,
RW
IFS
WING No,
FL-3003Y.3
13
..........
z �• 1.5' i MAX.
MAX. �—\ � MAX. : , • .9 ^ z
1.25" 1 F} ^ w I MIN. m T - Uy° *
r-
w MtN. \ .. -_ / u _._ - ....-. MIN. - /_'\ ; 2 0:
Yea M
P — — - ---- '��yr+rrrr nete i'��� a o 0 t
a N
rn L O m O N
ca
40 v a °5 b"w' maam
l p dhkTERIOR a - yy ,"•
6d
40 \ �L a Z
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' SEE NOTE 2 $ a
EXTERIOR IhfT!_RIOR a
EXTERIOR INTERIOR INTERIOR N
2 Q O
6 VERTICAL CROSS SECTION_ 7 VERTICAL CROSS SECTION g VERTICAL CROSS SECTION g
T jF�Shown Drect fa Masonry Q Shown Direct to Mosonrr Y yi
Ouiswin onlyw/4-9/16'jjamb Outswin only wl6-9/16 tomb FQ Shown Direct Q
g 9 Y l iSingle door on (NIA w/ S deHkesj Ouksw ng only w/ 6 9I f 6 p�mt FxTrOROL ff 0
NOTES: SEE NOTE I 1-1/4"MIN- 3 vwi.E
EMB. (TYP.) a Nq
1. Spacing for item L: 6' from each end and 3 more - ,
Aspaced along sidetitejamb (5 total). 5 HORIZONTAL CROSS SECTION 0� o oa
2. Spacing for item t. ® head & sill. 6" horn each end, 1 @ j Q - Shown Direct to Mason n x ��
centertine, 2 additional at 3" & 4.5" from and adjacent Outswing only w/ 6-9/ I ' jamb X a a
to door. ¢
�E -
f
INTERIOR N
0
40 4� � w zo
° INTERIOR r
40 40
1-1/4" MIN. �C z
EMB. (TYP.j \\
a
E
EXTERIOR (E� _ Ed
% -- ff �
i-1/4`MtN. EXTERdOR E)
-_ O
1-1/4"MIN. M I-1/4"MIN.
`_---t—
_ -u
DATE8/03z 9—EMB. (TYP.} EMB. Ev8. (TYP.) e
SCALE: N. T.S.
3 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION owe gy Rw -
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION --- ----- 10 " Shown Direct to Masonry G„K BY t FS 3
_ ------
hown Direct to Mason _ Shown Direct to Maso Y
10 �0 ShawnD�ecttoMasoru)r 1 Outswingonlyw/6-9/6jamb - Outswngonly wl6-9(t6'jamb oww,weNn -
Outswing only w/ 4-9/16' jamb - Oulswing only w/ 4-9/16' jamb Ft-30037.3
Single door only (NIA w/ Sidelites) Single door only (NIA wl Sidelites) -- --
s"EfT 10 or 13
2XBUCK
(TYP HEAD & JAMBS
(fyp.)
JI
MASONRY (TYP-)
x
MULLION
ppj Z. (TYP.)
4" (IYP.)
HEAD & JAMBS 11
(Typj
X0 / ox
2X BUCK ANCHORING
MULLION
(TYP.)
4" (TYP.)
mVW
...
........eee
1jill fit,
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4'*
m
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1 _ t�.y
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T--T
rl
T
m <
M
rn
LE: MTS,
RW
F S
,WING No -
A - 30037 3
El 71 of 1,3-
4-9/16'JAMB
CT TO MASONRY JAMB (TYI
SHEET 10)
Hyp
FBUCKi
"—CK la
HEAD & JAMBS
(TYP.)
4-9 1 JAMB
6_9116 JAMB
DIR CT To MASONRY
JAMB (TYP.)
SHEET 10)
_(SEE —
FRAME
(TYP.)
ADA Sitl ONLY
I � �7
3- (TYP 6" (TYP.)
6-9116-
L 2X BUCK
JAMB
F IX BUCK
DIRECT 10
DIRECT 10
MASONRY
D MASONRY
JAMB (fYP)
HEAD & JAMBS
(SEE SHEET I O)
L w/ REINF.
(TYP.)
ILL (TYP.)
ADA SILL
SILL (TYP.)
D
x X0 / ox
4"(TYP.)
L 2X BUCK
6-9/16" (N
JAMB
f IX BUCK
L wl REINF.
DIRECT TO
D DIRECT TO
MASONRY
(TYP.)
MASONRY
JAMB (TYP.)
HEAD & JAMBS
(SEE SHEET 10)
(TYP.)
SILL (TYP.)
ADA SILL
0
SILL (TYP.)
D
90ro
, SEE HINGE
DETAIL. I
0
0
0
ci
0 SEE HINGE
DETAIL 2
HINGE JAMB
0
13
0
DIRECT TO
M MASONRY
G IXBUCK
i 2X BUCK
6
2X REINF,
0
—'Cl 2)
L�CffiDEADBOLT DETAILS
DIRECT TO
MASONRY
G IXBUCK
.. J�
'm
2X BUCK
co z 5
--TT• L L 2X REINF.
D > 'i z
q
till tW
HINGE DETAIL I
A I.
0
DIRECT TO
MASONRY
IXBUCK
C)
2X BUCK
ao
2X REINF.
V) E
Z�
HINGE DETAIL 2
O
DIRECT TO
MASONRY
IX BUCK
2X BUCK
2X REINF.
d14
MULTI-P0lNTSRIKE DETAILS
N. T.S.
Y ::I �W
RW
UK ayl
DRAWING ND.:
FL--30037-3
s.EEf 12 of_Q
BILL Of MATERIALS
ITEM #
DESCRIPTION
MATERIAL
A
1 X BUCK (G >= 0.42)
WOOD
8
D(—BUCK (G >= 0.42)
C
1/4'MAX. SHIM SPACE
D
1/4TX 2 —3/4' PFH ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
CONCRETE
301 OR HOLLOWROCK CONFORMING TO ASTM C90
]/,C'X3--3/4"-PFH CONCRETE SCREW
STEEL
G
,ELCO,6R7fT!W
X 3-1/4" PFH WCONCRETE SCREW
STEEL
I
-3/16"
IleX 1-3/4'PFH ELCOOR ITW CONCRETE SCREW
STEEL
J
#10 X 2" PFH WOOD SCREW
STEEL,
L
#IGX 2-1/2" PFH WOOD SCREW 11,15MIN. EMB.1
STEEL
_STEEL
M
3/16" X 2-1/4" ITW CONCRETE SCREW___
-- --
-------------
N
3/16" X 2-3/4" ITWCONCRETE
P
I /,VX 2-1/4'PFH ELCO CONCRETE SCREW
STEEL
R
#8 X 2. 1 /7'PFH WOOD SCREW
_-STEEL .----
1
POLY F(B€R JAMB
COMP -
5
2X REINFORCEMENT (G
WO-6-0
6
SWEEP
PVC_
—_DOOR
7
— - -----
WEATHERSTRIP (ENDURA FORCE 5)
FOAM
9
#9 X 3/4" PFH WOOD SCREW
STEEL
11
4" X 4" HINGE (SQUARE OR RADIUS)
STEEL
12
LATCH STRIKE PLATE
STEEL
13
DEADBOLT STRIKE PLATE
STEEL
14
TRILENNIUM MULTI -POINT STRIKE PLATESTEEL
20-
NSW i_HVEHOLt D
ALHM/COMP
21
INSWING THRESHOLD w/ SIDELITE ADAPTER
ALUM/COMP
22
OUTSWWG THRESHOLD
ALUM/COMP
23
OUTSWING THRESHOLD wl SIDELITE ADAPTER
ALUM/COMP
24
THRESHOLD
ALUM
25
-ADA . --- ------- -
OUTSWINGTHRESHOID ___ALUM/COMP__
26
INSWING THRESHOLD
ALUM/COMP
401
PANEL
---
150
-DOOR
SIDELITE PANEL
_J
CONCR
ETE ANCHOR NOTES:
1, Concrete anchor locations .1 the corners may be adjusted to maintain the mirr,
edge distance to mortar Joints,
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceedcL
3 Concrete anchor tobla:
ANCHORI I
ANCHOR . I I I
MIN,
MIN. CLEARANCE
MIN, CLEARANCE
TYPE
SIZE
EMBEDMENT
To MASONRY
TO ADJACENT
EDGE
5 ANCHOR
ITW SUILDEX
3/14'
1-114"
TAPCON'
—114-
EICO
1/4
1-1/,1'
1-
ULTRACOl't
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 518" edge distance, I" end distance, & I" 0-c. spacing of
wood screws to prevent the splitting of wood.
656'♦........
A—,
z
144" 2.13' 4.44" 21".
POLYFIBER JAMB
f/lift 0%
Ell C
C�
n
FZ_ IF
ORG THRESHOLD 22 OUrSWING THRESHOLD
W
End.ra (Z-Series) 2nTlu. I(17-SeAes)
2.1" SIDELITE
SIDELITE ADAPTER
-ZADAPTER
CD
4.56" L56—
(2 INSWING THRESHOLDWI SIDELITE ADAPTER
ril_lclnla_fz -Se.-Il
456"
25 OVISWING THRESHOLD
4.57'
(2 LWLN- q P 1 REs 0 0 L D
LP
* 28 INSWING ADA THRESHOLD
o IN
SWING
IT—Series)
OUTSWING THRESHOLD wLSIDEUTEADAPIfit
23,,,Uc----
dura (1-Series)
- 2.12"
I—
L57"
2 7INSWING THRESHOLD W/ SIDELITE ADAPTER
DLP
CIE
�24 ADA THRESHOLD
.Lllpl
WOUTS!!WING ADA THRESHOLD
29
Enfro (Z-Series)
( R
6
o
N T S'
RW
LFS
A, - 30037.3
F1 13 of 13