HomeMy WebLinkAboutProduct Approval R �
REAR
Lowe's Millwork Site Plan ... ; ,..... .I;. • .',.• ' . ...': !. . . .,... .' . .: ,_._.. .. ».t.....;_.•�• .....: . : .
,. ;
`, »»
CL
12
3 13
4 14
5 15
00 g 7 17
LU
UJ
10 20
N . . ..,nrners; ce[rcae4oenn� i CD
' _..». ..
tt .. .._ ...._..! _ i•.! ! ._ R 3
M �� p Property Information
i.�9
tructure:SFkIL Condo('T'wnhse,_,,,,#of stories
LL Mean roof:Height Length Width
Project:Windows Doors
C'ondo[7wnhse:Corner Unit(O !1! 1IRY)size: '' ....'.•... . _ ..�.. .__.., .._ ._.a.,__;.. FRO(�T i. �._ ...,...
Doors:tiverhang(Y N).,L ff(y)size Customer Name:
Shutters present(Y/N): if(Y)type Address00 O p y,,, 90,1494
*Indicate alternate means of egress on drawfng* � _ te�e,cz 3 9',O!f
o *Indicate fnterfor layout to include bedrooms* *Measure all openings to apply 25%rule*
Ln
0
in
0
cm
Florida Building Code Online Page 1 of 4
a �
t lorida N-pam.0 t c� BCIS Home Login i User Registration Hot Topics Submit Surcharge Stas&Facts 's Publications FBC Staff f BCIS Site Map Links Search
Busines
Professional a Product Approval
;-� USER:Public User
Regulation
Y Product Approval Menu>Product or Aoolication Search>Application List>Application Detail
FL# FL 7347 RO
a8� x s .�:,'. `'�°
Application Type
Code Version < 2010
Application Status p.r.ved
Comments
Archived
Product Manufacturer Plastpro Inc./Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES,CA 90045
(440)969-9773 Ext 16
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045
(440)969-9773 Ext 18
scottjohnson@plastproinc.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
I
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
i.! Evaluation Report-Hardcopy 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 12/31/2015
Validated By Ryan J. King,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence EL17347 Rj COI,,,.CERTIFIC._ATE�F INDEPENDENCE,pdf
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2/NAFS 2002
AAMA/W DMA/CSA101/I.S.2/A440 2008
ASTM E1886 2005
ASTM E1996 2006
ASTM E330 2002
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsRyNwiNWDr... 5/16/2015
Florida Building Code Online Page 2 of 4
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 11/04/2014
Date Validated 12/18/2014
Date Pending FBC Approval 12/20/2014
Date Approved 02/23/2015
Date Revised 04/16/2015
Summary of Products
FL# Model,Number or Name Description
17347.1 a.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Single with or
without 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 FL17347_R0 II INST 17347._ipdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.1 for any additional use limitations, FL17347 RO AE EVAL 17347.1.0df
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.2 b. Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Double with or
without Sidelites(XX or OXXO)Outswing/Inswing
Configurations up to Nominal 68 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 RO II INST 17347.2.0df
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.2 for any additional use limitations, FL17347 RO AE EVAL 17347.2.0df
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.3 c.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Single with or
without Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal_8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 RO II INST 17347.3.0df
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.3 for any additional use limitations, FL17347 RO AE EVAL 17347.3.0df
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.4 d. Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Double with or
without Sidelites(XX or OXXO)Outswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 RO II INST 17347.4.0df
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.4 for any additional use limitations, FL17347 RO AE EVAL 17347.4.0df
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.5 e. Fiberglass Door "Impact"Fiberglass Glazed Door-Single with or without
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 FI_]7347 RO II INST"17347.5.odf
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 17347.5 for any additional use limitations, FL17347 RO AE EVAL._17347.5.0df
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.6 f. Fiberglass Door "Impact"Fiberglass Glazed Door-Double with or without
Sidelites(XX or OXXO)Outswing/Inswing Configurations up
to Nominal 6'8 in Height
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDr... 5/16/2015
Florida Building Code Online Page 3 of 4
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 RO II INST 17347.6.pdf
Approved for use sl HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resist :Yes Created by Independent Third Party: Yes
Design Press re:N/A Evaluation Reports
Other:See IN .6 for any additional use limitations, FL17347 RO AF EVAL 17347.6.odf
installation instructions and product particulars. Created by Independent Third Party: Yes
17347.7 g. Fiberglass Door "Impact"Fiberglass Glazed Door-Single with or without
Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 RO II INST1'7347.7.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 17347.7 for any additional use limitations, FL17347--.RO AE EVAL_173 r7_7.p
installation instructions and product particulars. Created by Independent Third Party: Yes
17347.8 h.Fiberglass Door "Impact"Fiberglass Glazed Door-Double with or without
Sidelites(XX or OXXO)Outswing/Inswing Configurations up
to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL173A7...RO II INST_173 ,7.3.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 17347.8 for any additional use limitations, FL17347 RO AE EVAL 17347.8.pdf
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.9 i. Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Single with or
without 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 FL17347 RO II INST 17347.9.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 17347.9 for any additional use limitations, FL17347 RO AE EVAL 17347.9.rdf
installation instructions and product particulars. Created by Independent Third Party: Yes
17347.10 j. Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Double with or
without Sidelites(XX or OXXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 RO II INST 17347.10.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.10 for any additional use FL17347 RO AE EVAL 17347.10.pdf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
17347.11 k.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Single with or
without Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 RO I1 INST 17347.11.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 17347.11 for any additional use FL17347 RO AE EVAI.17347.1l.pdf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
17347.12 I. Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Double with or
without Sidelites(XX or OXXO)Outswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No 1=1_17347 RO I1 INS'1.7347.12.Ddf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.12 for any additional use FL173 17.....RO_AE EVAL._17,i47.12.pdf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
17347.13 m. Fiberglass Door "Impact"Fiberglass Opaque Door-Single with or without
Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDr... 5/16/2015
$$s�aaLaaay,3��
��, lastpro
U6�" h
`S �C
.: k: - 74"MAX.OVERALL FRAME WIDTH
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
u
DSl V V 2 N
`6��3P?"a°°+i 4 x'k 4Yb•,+" Z 9 m�ERR V:
0
GLAZED FIBERGLASS DOORS x x
DOUBLES
w/ or w/o SIDELITES A
INSWING/OUTSWING I I 42
'IMPACT" og z
GENERAL NOTES a d�
1. This product has been evaluated and is in compliance with the 2010Flodda 148.5'MAX.OVERALL FRAME WIDTH L
Building Code)FBC)structural requirements excluding the"High Velocity --74"MAX.FRAME WIDTH FRAME DM.
Hurricane Zone"(HVHZ). °
T T a Y
2. Product anchors shaft be as tilted and spaced as shown on details.Anchor
embedment to base material shall be beyond wall dressing or stucco. = c�
3. When used in areas requiring wind borne debris protection this product complies —
With Section 1609.1.2 of the FBC and does not require an impact resistantz Z X ® U-
$
O
covering.This product meets missile level"D"and excludes Wind Zone 4 as 3 ,�
defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. o
°`o ° z
- >—
o 0
4. For 2x stud framing construction,anchoring of these units shall be the same as ° n ?athat shown for 2x buck masonry construction. —
5. Site conditions that deviate from the details of this drawing require further LiL
engineering analysis by a licensed engineer or registered architect.
TABLE OF CONTENTS a
c SHEETS DESCRIPTION Q
I Typical elevations,design pressures&general notes
DESIl3N PRESSURE DESIGN PRESSURE IC
-Si
Door&Sidelde pane details
S .,.
3 Lite frame glaring etails CQNFI F{tgME wn 10/8/14
NS1NtNG .CTUTSWlNG
4 Sevations scar. N.T.S.
5 Vertical cross sections POS,....NEG POS Ni's�v ': M,.BY.. JK
6 Horizontal cross sections ) 74.0 x 82.0 +50.0 -50.0 +50.0 -50.0 Mr.er. LFS
7 Buck anchoring D --xDPAVANG
3 Na.
8 Frame anchoring&hardware details
FL-17347.6
9 1 Bill of materials and components
OF 9
a
�,�vl's54��page
or
2�° u
EXTERIOR
F ZzFaaa
CAP(PVC) CAP(PVC) �• ���•�
HINGE STILE(LVL) INTERIOR LATCH STILE(LVLJ
`o
G2 TOP RAIL :` i 8 q c
(COMP.) f, a Sis
1H RIZANiAL CRASS SECTION +'
2
35.75'MAX.PANEL
WIDTH � x
GI G2 OQ� � a �
2Q
29 EXTERIOR INTERIOR
KNOB
m
® •' `: n•�Q02((OCitrNANIS}}k}}jIARCyTAtLE
r' KNOB:
pp h DEAD50LT. SERIES(660) •'+ y
Gi ^ SCHLAGE HANDLE SEF:'F'SERIES ifb0) ',• `'
DEADEOLT: 'F'SERIES(F60)
LY CORE
SGHLAGE KNOB "r SERIES(FID) (POLYUREIHANE-
i SEE DOOR LOCK DUDS= 'B'SERIES(560162) 1.4 PCF MIN.)
HARDWARE TABLE a.�•'
FIBERGLASS SKIN ?
a =
(O.Q7S'MIN.THK.)
v° BOTTOM RAIL—
R0 DOOR PANEL
AIL R00@RRFANE! (COMP.)
Sti PLASlFROSLL1EttFEPANfI
scar:SCA TO 8 } 0
N.T.S. a
DwD.V. X
Dwc Ba LFS
2 RTICAL CRASS SECTION °RA" 6 tm <
a
2 FL-17347.6
sxtrF 2 OF 9 �4
c
m
s
a
24.22"MAX.
FRAME WIDTH 23.50"MAX.LIGHT
20.5"MAX. FRAME WIDTH
D.L.O.WIDTH 20.50"MAX.
D.L.O.WIDTH
O 133E
a
03
O
rs o #7-19 X 1-3/4"PPH = 0 $
SELFDRILUNG SMS w o
#10X1-3/4"PPH SMS
•o �
tOO7 n wa
159"--inPi �TYP.),ODL UTE FRAME `� RSL LITE FRAME c
1O a
d
z^-' 15- 1
� 1.86" O
ODL num LRE FRAME RSVCL LRE FRAME
3A Alumi3B P
DOW 995 DOW 995 N
3A STRUCTURAL STRUCTURAL
1/7'GLASS BRE
d SILICONE 5/8'GLASS BITE HOT BUTYL SILICONE
u SEALANT 1-1/4"OVERALL GLASS THK.
I"OVERALL GLASS THK. )ARCO)
2 EXTERIOR EXTERIOR },. 1/B"ANNEALED GLASS
1/B"ANNEALED GLASS Y• �:
0.090 SAFLEX®PVB 0.090"SAFLEOPVBNTERLAYER i
v INTERLAYER 1/8"ANNEALED GLASS
�0 1/8"ANNEALED GLASS ¢ a
AIR SPACE AIR SPACE o
INTERIOR I/8"TEMPERED GLASS INTERIOR 1/B"TEMPERED GLASS z
INTERCEPTSPACER
SCREW CAP 1/7'NON-GROOVE SWIGGLE 10/8/14 n
#7.19 X 1.3/4"PPH w/DELCHEM#80 POLYSULFIDE SMD N.T.S. 5
SELF-DRILLING SMS #10 X 1-3/4"PPH SMS 3B 1/8"BACKFILL D•BM JK m
d crnf.BY: LFS 3
G� GLAZING DETAIL GLAZING DETAIL DRAwwc NO.: a
O[X Ute Frame G2 RSL We Frame FL-17347.6 0
m siE[r 3 of 9
d?
R:\talents\Pk6VrO,Inc PERMANENI\RwWa ftduct Approval\FL-17347\Drowtngs\CuTonl\FL-17347.5-bAwg,4.6
N V
O P W
P�
X N� X
m N N m N N
0 O
� O x O
OZ PP XZ%� PP
X X
NA �Z„ NA te'
N W N!p
O N W
N P
Q
P
P
a
Q
PRODUCT: Ooolon4ntL Pnp4nrd S^•
PLASTPROatewo 00rKULf1rp51giNGssi a
I FlBERGtASS DOOR R .o.90:a3o valKee FL 33s9s
Phots Na: 3.W9.9 197
Qi A 2 0Florldo Bond of Prof-zlonol Enpin—
PART O
^1 R ASSEMBLY:
yr' NO DATE BY ELEVATIONS Gwncw.a Autho I,z/yto Iw.oe13
REVISIONS Lyndon F.SohaddL P�43409rp'
�
0 2014 R.W.6UILCIN®CCN®4LTANTe INC.
D e) E Spacing for item J®headl&sal:6"ham each erTd, ��'
• a //T a 1 adjacent o door.
additlona ata 3 4� J(o U
Dmend :�•R�j
B
C
73
F J F
40 7 SEE NOTE 1 6 a`j
1
40 z 24
50
T^z
1 o V
INTERIOR EXTERIOR 1 U
INTERIOR EXTERIOR °
IMERIOR EXTERIOR C
n M
1 VERTICAL CROSS SECTION 2 RTICAL CROSS SECTION 3_ VERTICA!CROSS SECTION m
$
in,Nnng s own Outswnng surulor $ w n s lawn utsveng siau ac $ n wingg shown Ong similar
?)(Buck Corutruction Buck Cons!ructionBuck ConshucHon D ay
m
8 VERTICAL CROSS SECTION �3I
$ ADA Sillrc
a, n.
�@ m
U
INTERIOR EXTERIOR INTERIOR EXTERIOR
M.
INTERIOR EXTERIOR INTERIOR EXTERIOR
J z
0
6 25 22 0 SEE NOTE 1 J $Q U)20 26 21 27 SEE NOTE 1
25 23 � o
01 a
DAm- 10/8/14 i
D D D D scum, N.T.S.
a M
a VIM W. JK m
CW.er: LFS 3
a 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 6VERTICAL CROSS SECTION
_g $ $ (71VERTICA—L CROSS SECTION p,,IND NO.:
In ng S Out ng sill Inswng Sal nswng sill
°
FL-17347.6 a
ro
m sa¢i:r 5 -JL p
s
E
Tj MINK 0.1S MINK
NK
CSINK CISI
'p
D
6
D .,-,d:*,
SEE NOTE I SEE NOTE I
7 EXTERIOR
EXTERIOR
40 40
Vol
nD G 20 -4
`7
50 9 INTERIOR so
S��c8
9 11I
INTERIOR t
rf' Hoiuzomw CROSS SECTION r2" HORIZONTAL CROSS SECTION r3"\HORIZONTAL CROSS SECTION 4 H RIZONTAL CROSS SECTION
In, own l"Iswing si'miraTr lnsw!nEVhcywn( s�nq similar)
X I n "o tnsw shown U –sim-PaTr — 6
n sown utsMng sliFlor)
C tru(,y
2 Buck 2X Buck Construction trng Buck Construction
ZU
NOTE:
1.Spacing for item J:6"from each end
and 3 more equally spaced along
sidelite jamb 15 total).
i
33
50 7 40 '19- En
z
9 M
EXTERIOR 0
ERIOR
M7 1
100
A—LI I 1-i
LINTERIOR
NT
z
INTERIOR 5
J 12 40
M -�6 11
SEE NOTE�f 40 -tgz-
6 ORIZONTAt CROSS SECTION DATe 1018114
nsvAng shown(591P—Mg—sim—%;7r— Q
HORIZONTAL CROSS SECTION sak-L, N.T.S.
\,b nswrng swing semi a
r UK-BYJK m'
(Shown w/out .I7,. ...t)
CW.BY. LFS
DRAWM NO..
FL—17347.6
0
smEct_j6 or_9_
R:\Clients\Plasipm,Inc PERMANENF\Floddo Product Approvds\FL-17347\DrcrMngs\Current\FL•l 7347.5-.8444 7.6
0
z ~n
d ,s d•
�w v
X
N
A
16'O.C. InPI
MAX.(TYP)
N
k
W
z
z
0
O
3�
3p
to^o.c• (TYP)
MAX.(TYP)
MI>
PRODUCT: DMUmenta OMPPnM ey:,"r„A••;," ,:,..-.';;".:'->..;
f� PLASTPRO U=MG wNsil�r�
I RMOASS DOOR � .o.B..23o voviea°H.s2J33ea�•
Ph—No.:813.M.0197
`A A y PART OR ASSEIABLY: itoAdD Boon!of �s�bnal Engin-M
C.Itiftocto Of ation o.9813
I� NO DATE BY BUCK ANCHORING
REVISION Lyn R So Ot,P.E.No.434G9
®2014 R.W.9UILDINO CONPULTANTO IND.
e`la
4'(TYP.►� �(NP► �6.,(ttP.► i
o
TYl-
p: `g
11 SEE HINGE
F 2X BUCK
IXBUCK DETAIL 1
D 1X BUCK
2X BUCK m P
HEAD&JAM8S 2X REINf. 3 0 e
(TYP•) 9 ,9 9 m yp 8 r
(12)48x7'PH kDR
3aadS a
X X SELFDRBJTNG SMS SELF-DRILLINGS
II _ HINGE DETAIL 1 7 E
I
SILL(TYP.) — 0— 11 O SEE HINGE Ni
D G IX BUCK DETAIL2
MUCK
2X REINF. oo z a
9
cl "S o arch
Endura DLP
HINGEDETAIl2 HINGE JAMB ASTRAGAL SCREW LOCATIONS 6'I o
v 6. r
Iz
3 (TYP) 2'(ttP.► —� 6"(TYP.)(ttP) �4„(�)--i 4"(il P.)—,+
F a
i t I I I I I I I I I ASTRAGAL STRIKE PLATE a0 m
c
(1.19"x3.251 U
g _ F 2)(BUCKto
D 1 X BUCK 0 13
HEAD&JAMBS
Z
(TYP') ASTRAGAL BOLT DETAIL N
d O X X O Strike Plate®Head ¢
$ � 12
SILL(ttP.) MULLION O w �i
o
D (ttP.► LATCH AND DEADBOLT DETAILS c
17 1 I I I I I I T I 3/8'0 BOLT HOLE z 0
ASTRAGAL BOLT DETAIL ASTRAGAL BOLT DETAIL ogre 1018174 i
Outswing Threshold Inswing Threshold Swk N.T.S. 9
Om Br: JK m'
e
(LFR�A:MEANCHORING HARDWARE DETAILS No.
LFs
FL-17347.6
0
WW 8 OF
BILL OFMATERIALS
HEM! DESCRIPTION MA11MAL 4.56' �
A 2X FRAMING(G>=0.42) WOOD T— .......; 4,56" o D?o
B 2X BUCKG WOOD n N
f )
0.42
C 1/4"MAX.SHIM SPACE V J m
D 1/4"PFH CONCRETE SCREW(1-1/4'MIN.EMB.) STEEL II ,� w ' o z°
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI f�—2,44" ADA 1HRESHOID N" 3° �W
E CONCRETE 24
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 DLP
F #110 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMB.) STEEL POLY FIBER JAMB '`"
O-- � fa �.E
G 3/16"PFH CONCRETE SCREW 11-114-MIN.EMB.) STEEL 9':a S=
J #10 X 2-1/2 PFH WOOD SCREW STEEL —® 0 d 2 g m IES 4
K #10 X 2"PFH WOOD SCREW STEEL �
M #8 X 2"PH SMS STEEL
1 POLY FIBER JAMB COMP.
5 2X REINFORCEMENT (G>=0.55) WOOD I - I
6 DOOR SWEEP PVC I— 4.56" —I 4S6" —I
7 WEATHERSTRIP(ENDURA FORCE 5) FOAM nn 111SWING THO1rtSWING INRESHOID
8 WEATHERSTRIP(Q-LON) FOAM 20 Endura(,_Srer es) Endura(Z-Series)
9 #9 x 3/4"PFH WOOD SCREW STEEL 21" SIDEUTE
I l 4"X 4"HINGE STEEL o
12 LATCH STRIKE PLATE STEEL •ADAPTER UTE ADAPTER ¢�
13 DEADBOLT STRIKE PLATE STEEL O � �
J
20 INSWING THRESHOLD ALUM/COMP m
a 21 INSWING THRESHOLD w/SIDEUTE ADAPTER ALUM/COMP
22 OUTSWING THRESHOLD ALUM/COMP has
23 OUTSWING THRESHOLD w/SIDEUTE ADAPTER ALUM/COMP o LD
J 24 ADA THRESHOLD ALUM - 4.56"
25 OUTSWING THRESHOLD ALUM/WOOD
26 INSWING THRESHOLD ALUM/WOOD 21 �, _III
n a Y
n, ENSf VIG ReESHOLD w/SIDELHE ADAPTER 0_II G�1H IESHOLD w/SILIEUIE ADAPTER m
27 INSWING THRESHOLD w/SIDEUTE ADAPTER ALUM/WOOD
33 ASTRAGAL(DLP OR ENDURA) ALUM
40 DOOR PANEL 4.56"
50 SIDEUTE PANEL — 4.57 �{
z
Q
r n�OUTSMNG THRESHOLD ,ZINSWING THRESHOLD
ca DLP f6 DLP
CONCRETE ANCHOR NOTES:
I.Concrete anchor locations at the comers maybe adjusted fo maintain the min.
< edge distance to mortarioints. 1.75"
.a 2.Concrete anchor locations noted as"MAX ON CENTER"must be adjusted to
maintain the min.edge distance to mortar joints,additional concrete anchors I o �•�--2.17'—�{
may be required to ensure the MAX,ON CENTER"dimension ore not exceeded. I I <
3.Concrete anchor table p
'tANCHOR ANCHOR {Y1TN MUJ CIJFARA►(CE THIN CLEARA>ICT. "0SLIDEBO T u
TQ MASONRY TO ADJACENT 5/16L z a
fVpE S►Z4 EMUEDti9ENl m 5/16"0SLIDEBOLT
.... .:...:.... ... EbGE. .. -.. ANCHOiL ..... s i (T THROW @ o
IIW BUILDEX 3/16' 1-T/4" 3" 1-1 Y EACH END) ci (7 THROW C9 wiE 1018114 3
v TAPCON® )4° 1.1/4' T 4• EACH END) SUP N.T.S.
0
ELCO ® 1/4' 1.1/4" 1" 4" BOLT RETAINER M.6n JK m
ULTRACON CONCEALED 4.57. circ�, lFS 3
WOOD SCREW INSTALLATION NOTES: ASTRAGAL STIFFENER ENDURA ASTRAGAL — DMWM NO.: C
s° 1.Maintain a minimum 5/8"edge distance.I"end distance,3 I"o.c.spacing of 33 DLP Ult mate Hu ricane n� INSWING THRESHOLD w/SIDELITEADAPTER PL-17347.6
wood screva to prevent the splitting of wood, °ir DLP 0
SHEET OF 9