HomeMy WebLinkAboutProduct Approval I'
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FDC Staff SCIS Site Map Links Search
I
i F101 b i
e:�Product Approval !
x " USER:Public User
4
II
> > >Application Detail l
I !
FL# FL17347-R2
Application Type Revision
Code Version 2017
Application Status Approved ; !
'i
Comments
Archived !
I�
I f
Product Manufacturer Plastpro Inc./Nanya Plastics Corp,;
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES,CA 900451 ;•
(440)969-9773 Ext 1611
rickw@rwbldgconsultants;com
1 Authorized Signature Vivian Wright
I
rickw@rwbldgconsultantsl.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
1 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer I?, yy
Evaluation Report-Hardcopy Recelvedl
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
the Evaluation Report it
Florida License PE-43409j
Quality Assurance Entity National Accreditation grid Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan J.King,P.E.
Validation Checklist Hardcopy Received
Certificate of Independence
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2/NAFS 2002
AAMA/WDMA/CSA101/I:5.2/A44( ) 2008
ASTM E1886 ! 2002
ASTM E1996 I, 2002
ASTM E330 ! 2002
{ ASTM E331 2000
TAS 201,202,203 j 1994
Equivalence of Product Standards
Certified By
! 'I
i
Florida Licensed Professional Engineer or Architect
Sections from the Code
i
I.
Product Approval Method Method 1 Option D
Date Submitted 08/13/2017
Date Validated 09/26/2017 II
Date Pending FBC Approval 09/29/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
� 17347.1 a.Fiberglass Door "Non-Impact"Fiberglass"jGlazed Door-Single with or without
Sidelites(X,OX or X0,OXO)Outswing/Inswing
Configurations'up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No I,;
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,-;P.E.43409
Impact Resistant:No Created by Independerik,Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.1 for an additional use limitations,
, j 1
installation instructions and product particulars. Created by Independent Third Party:Yes
.i
17347.2 b.Fiberglass Door "Non-Impact"Fiberglass!Glazed Door-Double with or
without Sidelltes(XX o r",OXXO)Outswing/Inswing
Configurations,up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:NoI i
Approved for use outside HVHZ:Yes Verified By: Lyndon F.'Schmidt,P.E.43409
Impact Resistant:No Created by Iridependent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.2 for any additional use limitations, ;I
installation Instructions and product particulars. Created by Independent Third Party:Yes
17347.3 c.Fiberglass Door "Non-Impact"j,Fberglass 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
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidty P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports f I'
Other:See INST 17347.3 for an additional use limitations,
Y II !
installation instructions and product particulars. Created by Independent Third Party:Yes
r.
17347.4 d.Fiberglass Door "Non-Impact Fiberglass Glazed-Door-Double with or
I without Sidel kes(XX orl.OXXO)Outswing/Inswing
Configurations up to Nominal 8'0 In Height
11
Limits of Use Installation;Instructions
Approved for use in HVHZ:No
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 i
Other:See INST 17347.4 for any additional use limitations, li I0,
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,j OXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No ! [
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,
installation instructions and product particulars. Created by Independerit Third Party:Yes
is ^
I'
1
17347.6 f.Fiberglass Door "Impact"Fiberglass Glazed Door,-' Double with or without
Sidelites(XX&OXXO)O,utswing?Inswing Configurations up
to Nominal 6'd in Height;
Limits of Use Installation Instructions '
Approved for use in HVHZ:No I I i
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 17347.6 for any additional use limitations, F: ,;
!i
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.7g.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
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,'!P.E.43409
Impact Resistant:Yes Created by Independerit Third Party:Yes
Design Pressure:N/A Evaluation Reports
Ot r. a INST 17347.7 for any additional use limitations,
in ation Vstructions and product particulars. Created by Independent Third Party:Yes
17347.8 h.Fiberglass Door "Impact"5Krglass Glazed Doorl-Double with or without
Sidelites XX r OXXO)Outswing/Inswing Configurations up
to Nomi in Helghti
mita of Use Installation Instructions
Approved for use in HVHZ:No
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,
installation instructions and product particulars. Created by IndependentThird 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 N&ninal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No �I
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt;P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
j Design Pressure:N/A Evaluation Reports
Other:See INST 17347.9 for any additional use limitations, I
installation instructions and product particulars. Created by Independent Third Party:Yes
ii rp r'
17347.10 J.Fiberglass Door "Non-Impact-IlFiberglass Opaque Door-Double with or
without Sidelites(XX ori0XXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No
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
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
17347.11 k.Fiberglass Door "Non-Impact"i 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!instruct mns
Approved for use in HVHZ:No
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
limitations,installation instructions and product particulars. Created by Independerit 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 ST in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No
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
limitations,installation instructions and product particulars. Created by Ihdependent Third Party:Yes
17347.13 m.Fiberglass Door
R W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
I�
Prodiief
I I
ate: April 15,2015
Product Sub Category Manufacturer product Name
Category
Plastpro Inc. Glazed Fiberglass Doors
Swinging
Exterior 5200 W.Century Blvd. a• Doubles
Doors Exterior Door
Assemblies Los Angeles,CA wl br w/out Sidelites
Phone 440.969.9773 inswind�,l Outswing-"Impact'
Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F:Schmidt, P.E.(System ID#1998)for
Plastpro Inc.,based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,Department of
Business&Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt, P.E.do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
herein.
Limitations:
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code structural requirements
excluding the"High Velocity Hurricane Zone".
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 requiring wind bome debris protection this product complies with Section 16091.2 of the FBC and does not
require an impact resistant covering.This product meets missile level"D°and includes Wind Zone 4 as defined in ASTM E1996 and
Section 1609.1.2.2 of the FBC. '
4. For 2x stud framing construction,anchoring of these units shall be the same as that shown'for 2x b'uck masonry construction.
5. Site conditions that deviate from the details of drawing FL-17347.8 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-17347.8 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01390410 ASTM E330-02 Testing Evaluation I ab.,lnc. V. K.Wright
TEL 01390454 ASTM E330-02 Testing Evaluation Lab"Inc. V.K.Wright
TEL 01391140 ASTM E330-02 Testing Evaluation Lali.,lnc. V.K.Wright
TEL 01391120 TAS 201,202&203-94 Testing Evaluation LE&jnc. William B.Shelton,P.E.
2. Miami-Dade NOA Materials Testing I
14-0423.16 Saflex®PVB Interlayer(Eastman Chemical Company)
3. Drawing No. Prepared by Signed&Sealed by
No.FL-17347.8 RW Building Consultants, Inc.(CA#9813) ,Lyndon F.Schmidt, P.E.
4. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt, P.E.
5. Quality Assurance
Certificate of Participation issued by National Accreditation and
Management Institute,certifying that Plastpro Inc.is manufacturing products
within a quality assurance program that complies with ISO/IEC 17020 and
Guide 53. e ,°y�t Y ?a�i;�a:srif
' 6�. 4•. ..f`r'y 1�p:' a i• ��`1
I4 r
- 4
w 'I{fie 9:_ t? [`kf Q
Lyndon F.Schmidt,P.E.
Y'•-•`,4` "~ v..< _' e ~�'�� FL PE No.43409
baa?� 4/16/2015
Job 18 Sheet 1 of 1jii&Li04ES��
I
I.
74MAX.OVERALL FRAME WIDTH
—I \=
i
••� t•��_�
5200 W. CENTURY BLVD. =N` Z
LOS ANGELES, CA 90045 T
1
- = w - -9-m m-U
------ _ +-LiZED- FEBE: L " i7-V00Ri ----- X m_a.a
Viga oDOUBLESo z .� --_-
w/-or w/o=SIDELIT-ES- - - a
INSWING/OUTSWING W�
'IMPACT"
00 Z W
C� Ob
J Q�
GENERAL NOTES a � �
n 148.S'MAX.OVERALL FRAME WIDTH N
1. This product has been evaluated and is in compliance with the 5th Edition(2014) M MAX.FRAME WiDTH37.2S'MAX. o
Florida Building Code(FBC)structural requirements excluding the"High Velocity r— FRAME WIDTH o
Hurricane Zone"(HVHZ). al a
2. Product anchors shall be as listed and spaced as shown on details.Anchor m
embedment to base material shall be beyond wall dressing or stucco. �E
3. When used in areas requiring wind borne debris protection this product complies =
8 with Section 1609.1.2 of.the FBC and does not require an impact resistant z z o
covering.This product meets missile level"Wand includes Wind Zone 4 as O X X O N z
c defined in ASTM El 996 and Section 1609.1.2.2 of the FBC. o o e in
F 4. For 2x stud framing construction,anchoring of these units shall be the same as O
that shown for 2x buck masonry construction. a a 12
5. Site conditions that deviate from the details of this drawing require furthera
engineering analysis by a licensed engineer or registered architect. AJ
t; TABLE Of CONTENTS a
SHEEN DESCRIP17ON
1 Typical elevations,design pressures&general notes –1211
2 Door&Sidelite panel details
3 Lite frame glaring detailsMAX': DESIGN PRESSURE N DESIGPRESSURE; DATE 10/8/14
4 Elevations CONPLG FRAME (PSF) (PSS -." osrALU wc : N JK
5 Vertical cross sections ? INSWING.:. t.OUTSWING
DIMENSION pOS NEG POS. NEG
s 6 Horizontal cross sections CHK un LFS
7 Buck anchoring XX 74.0"x 98.0" GRAMG rroa
8 Frame anchoring&hardware details OXXO 148.5"x 98.0" +45.0 -50.0 +45.0 -45.0 FL-17347.8
9 1 BE]of materials and components
ser>Er 1 of 9
a
Ile
o�: p',,�
DOOR SKIN FOAM CORE 3.T' �y.
1.U' EXTERIOR =z
tom•: z * '�` dw
i ' ' i,�Y�• Aj`� z of�9
o
s b� 'd
ST LE:LVL n. �., lNTE2lOR - _ TOP RAIL " _i; u m
=CAP(PVC�� ( I - - -STEEI:REINFORCEMENT LATCH'STILE'(LVL(—CAF jrVC)" Y- " -(COn4P:j— .a J ! N j O;t a
GI G2 1.413"X0.135' ;� ,, A 4"� m D.(L
35.75"MAX.PANEL 1 HORIZONTAL CROSS SECTION
--- --- - - - -WIDTH --- -----2- - _ _-- -- - -- --------- - ------- --- �.:" -- __-___
24.22"MAX. 23.50"MAX.LIGHT J�4 ........
FRAME WIDTH FRAME WIDTH
20.S.MAX. 20.50"MAX cL`3 is
D.LO.WIDTH _ D.L.O.WIDTH
fit
- - -- - — l =mew
�9
a �A
ALL6 moaczt
x
o
°'L
_ -1 X1--- — = — _=—o- _ -- d -�
J #7-19 X �/4"PPH = - -- - ------ - - -
SELF-DRILUNG SMS
n�
Pr; m n #10 X 1-3/4"PPH SMS
0.71" n o wa
c 1.59" �� �('•i
p J O
'_SP mcli
Z
il
l 4.25" V, 7 )-- .- 1-1
(TYP) L
1.86" c7 1.5" y{I
ODL LITE FRAME RSL LITE FRAME O
8 3A ODL IRE FRAME 3B RSL LITE FRAME
Aluminum PVC c
� - n
y
o DOW 995 DOW 995 a
STRUCTURAL STRUCTURAL 1/2'GLASSBRE B 9Ln
3A SILICONE 5/8"GLASS BITE HOT L SILICONE EALANT 1.1/4°OVERALL GLASS THK
1"OVERALL GLASS THK (ADCO)
EXTERIOR EXTERIOR ,F,.:• 1!8"ANNEALED GLASS
1/8'ANNEALED GLASS i.•.t
0.090"SAFLEX"PVB 0.090"SAFLEI("PVBNTERLAYER m
INTERLAYER 1/8"ANNEALED GLASS
118"ANNEALED GLASS a
AIRSPACE AIR SPACE w o m
INTERIOR 1fir TEMPERED GLASS INTERIOR 1/8 TEMPERED GLASS Z
INTERCEPT SPACER ah: 10/8/14 zm
SCREW CAP 1/2'NON-GROOVE SWIGGLE
#7-19 X 1-3/4"PPH #10 X 1.9/4"PPH SMS 3B w/DELCHEM#80 POLYSULFlN.T.S.
DE owc W. JK
SELF-DRILLING SMS I/ m'
8"BACKFILL s 3
cxK BY.
GLAZING DETAIL Ow�wum ND-
Gl ODL Uie Frame C'2 RSL Frame
FL-17347.8 0
N
sxr.Er 3 of 9
0
a
I
R:\Qients\Plastpm,Inc PERMANENT\FatWa Product Approvals\R-1734AC-Drawing$\Cu-nt\FL-17347.5-.B.dwg,4.8
t
II
�I
I' 4
r 1
a W
i
t
D
0041
I
y N N
O
lz --17-4)
e,o•
II I,' ,
X � f
I I
N A
I'
f�
fI
t
t I
I I`
I N V k
I x ! n N�e
Nil
l
o 0 0
0 o I; I
z 0 k
� � I
NN
I t
1
O.It P I
t
I A A t
`1t1111i11►,/j7
I
Jam`` I`!•'��'•
No.43409
2 $ 4 PRODUCT: D—m•nt.Prepar"Eyr� :
PLISTPRO Lynldon F. Schmidt -i, •;20R1D/:•••
I FIBERGLASS DOOR P.E:No. 43409� /�"""SS3/ �`�
,Wp, ti PART OR ASSEMBLY: BUILDING CONSULTANTS. INC.
1 0-4/-1-4 15 UPDATE TO STH ED. 2014 FBC JK ,�P.O. Box 230•Valrico, FL 33595
m ;' NO DATE eY ELEVATIONS Mon,No.: 813.859.9197
REVISIONS FBPE CA No. 9813
®2914 R.W.BUILDIND C—ULTANTB IND.
� I
I
I
! I
v ,.d c ¢ v a ice•: 2 *
-v c i��• �`� SAM
-
C
;: E ,a ma
F
. , Fz . 0
SEE NOTE;
— - --
' b oz
T�z
c j INTERIOR EXTERIOR 1 c U
INTERIOR EXTERIOR INTERIOR EXTERIOR
n VERTICAL CROSS SECTION 2" VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION m �
�5J inswing shown luutsmng simna i 5 Inswing shown Oui ng sim for $ Inswing s own Ou--ng s nWar p
2X Buck Construction IX Buck Conshuction 2X Buck ConstnrcNon ,
NOTE 8 VERTICAL CROSS SECTION �I 0
1,Spacing for item J @ head&s01:6"from each end, ADA 511 0 aG
ce 1 @ centerline,2 additional at 3'&4.5"from end 5 a a
adjacent to door.
INTERIOR EXTERIOR INTERIOR EXTERIOR
3 �
INTERIOR
s INTERIOR EXTERIOR EXTERIOR o
z
0
b 25 22 SEE NOTE 1 50 D
m 21 27 SEE NOTE 1
20 26 25 23
6 13
. e e rare 10 8 14 v
0
TI 0 p 0 scut N.T.S.
owa.Br. JK m
cxw BY. LFS 3
4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION b VERTICAL CROSS SECTION rfVERTICAL CROSS SECTION DRAWINGNO.: 7
$ Insvnng sNl 5 Outs-wing A 5 Inswing sill 5 Ins ng sill FL-17347.8
N
n' sNffr 5 or 9 q
0
a
0.15" EE O.IS *
E C F C'SINK CSINK C C r C'SINK `�O� •.,... % i� m
� JOU
• MMl
SEE NOTE 1 FCo.
D z° •G� oa
Ja �• •......
- �- -- --- - - - - -- 7 _EXTERIOR - - - - - - -- - - — - -- 7 EXTERIOR ...-- - - - - -��i .. ....
40 40 a z
C7 \ y S U' o Z c3
2
D
VV ~ maa�
747 A
1-2
14
_, • p
•. IIIt1Y
9 INTERIOR 50 9 INTERIOR
9 11
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION o
6 Inswmg s own(Ou g s mllar 6 Insn,ng s own Ou ng milar 6 Inswingg s own Ou ng simflar
2X Buck Construction 2X Buck Construction IXBuckcanshuctlon JF
m U
a g Nt/1
LLl �
� � 2
NOTE: o o
1.Spacing for item J:6"from each end &
and 3 more equally spaced along a a
sidelite Jamb(5 total). x
0.15, C
MINK
3 5 K
s 50 7 SEE NOTE 1
9 8 —z°
M L7(TERIOR N
RIOR
� rr
lo
"ti k
z
�r <
SEE NOTE 1 J 9 " INTERIOR INTERIOR w o
40 J 12 40
o« 10/8/14 i
5 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION soca: N.T.S.
6 Inswing shown ouwmn s mllar 6 Inswing shown(ou swing s rr lar 4 HORIZONTAL CROSS SECTION owo,of. JK m
(Shown w/out einforcementl 6 Inswrc Town Ourng s muar g
1 X Buck Construction `I ��
DRAWM ro.
x
a
FL—17347.8 a
§ sHw 8 of 9
0
a
II I;II
R:\0ents\Plaslaro,Inc PERMANEM\Rodda Product Applovals\F-17347\C-Drawings\Current\FL-17347.5-.8.dwg,7.8
ii II '
I
I `V
I'
S it
0
I
X it
N
F I
'I
!I
f
16"O.C. RYP) III
MAX.(TYP)
I I '
I
I
I
f N
c�
A
O
O
I Ay
"i
I
I
16"o.c.
(T4'
MAX.(TYP)
PRODUCT: Do-"tl Pnporw By., • .�ORID, 0�`
r PLASTPRO Lyndon F. Schmidt
I o
FIBERGLASS DOOR P.E. No. 43409 OVAL
V? 2 I,' ffff11t111 O��
Ra r c- -.4PART OR ASSEMBLY: K�/��BUILDING CONSULTANTS, INC.
It° V '� x In 1 14 15 UPDATE TO 51H m. 2014 FBC JK BUCK ANCHORING e/"l�pf/ P•0..,Box 230.1 Valrico, FL 33595
NO DATE BY Phone No.: 813.859.9197
REVISIONS FBPE CA No! 9813
0 2014 R.W.BU140ING CONSULTANTS INC.
I!
i
7'(TYP.►-- 6" nom:' .``� ........
4 (TYP.)--.IITYP) f SEE HINGE ricJ �n3qo ♦Q, y�i- m
I I I I I 11 G IX BUCK DETAIL 1
• 2X RFINF. O Pn 1 I g� ID'•�
LL .353 z
_ F 2X BUCK _ �° q ^o L �"a
_
-D 1X BUCK=a -_ = _ - q p = - ``�♦♦` =o m
i
II '' "••...
HEAD&JAMBS �� a••z
V �o v x 0
P ) HINGE DETAIL 1 a `t; E
- - P - - - - - J
1
----- ------ ------ -��—--'- —r12)g8z2=PH— -•- -- ------ __ l a N°—�-o-"o n---------
N SELF DRIWNG � (17)H8x2"PH m m a a
--- --- X-- X SMS ' SELF-DRILUNG c
11 G IXBUCK SEE
EEHIN2E —L SMS oz
-- - 2X BUCK -- _= -- - - _ -
-=
--- -- - - -- - - -- ----— —�. - --] 2X REINF. --- - a
9
9
SILL(TYP.) II - p
f
HINGE DETAIL 2 Wim ^ fn`' m �Z
LU
aE
HINGE JAMB m
CR PnFa� tnFVPn �I � o di
9
3"(TYP.) T(TYP.) 6"
mj 4"(TYP.)-^I 4"(TYP.) (TYP) Endura DIP a a
ASTRAGAL SCREW LOCATIONS
a — F 2X BUCK - - - F
D 1X BUCK
ASTRAGAL 19x3.STRIKE PLATE 'o
a (1.19°'x3.251 w cn
o HEAD&JAMBS 8 z
C)(TYP.) - - En
En
O X II X O o�
ASTRAGAL BOLT DETAIL 0
g - - Stnke Plate @ Head LL 13 h m
n - O
DK
U n
g - SILL(TYP.) MUWON -- O
D (ryP') ? y ah. 10/8/14 Z
SME, N.T.S. 9
r 7 I I III I ( T'I 12 DM.�s JK m
3/8"0 BOLT HOLE
s auc.W. LFS 3
FF ASTRAGAL BOLT DETAIL ASiRAGALBOLT DETAIL LATCH AND DEADBOLTDETAILS oRnMo 73478 °
FRAME ANCHORING Outswring Threshold inswing Threshold . o
p' SNEEf 8 or 9 N
b
a
BILL OF MATERIALS 4.56" ;
Ok.4.56" �` • �,��'.
ITEM# DESCRIP17ON MATERIAL r
A 2X FRAMING(G>=0,42) - WOOD I •J^z
B 2X BUCK(G>=0.42) WOOD L �(COL.t e,
C 1/4"MAX.SHIM SPACE I _ c ADA THRESHOLD
t--2.44" 2.13" yq :V'
D 1/4"PFH CONCRETE SCREW(1-1/4"MIN.EMB.) STEEL D� �'.��•'••. ��``
E 301 OR HOLLOW
BLOCK CONFORMING
PSI MIN. OTO ASTM ING C OTO ACI CONCRETE T POLY FIBER JAMB - - - �//q!!*tl•l`��``, o"d;z---
F #10 X 2-1/2'PFH WOOD SCREW(1.1 S'MIN.EMB.) STEEL ,o
= - ---G�- 3/16".PFHCONCRETE SCREW-(1-1/4°MIN,EMB.)- r- -- _�__.. -STEEL — - T—��, - - - i4 S-Ea 9 m -
0
J #10 X 2-1/2'PFH WOOD SCREW STEEL -- - _ = --d a --
K #10X2'PFH WOOD SCREW STEEL m d a
4
M #8 X 2'PH SMS STEEL o z°
--1 = PO-Y_FIBER.-JAMB—- -- —— - -- COMP= - - - - - --
-------------- - 710 - - - -
-- - --------- --
5 2X REINFORCEMENT (G>=0.55) WOOD 456"— 4:56 =-- - =-- —--
6 DOOR SWEEP PVC YD INSWINGTHRESHOID E=SN TMRESHOLD
7 WEATHERSTRIP(ENDURA FORCE 5) FOAM Endura(Tsedes)
8 WEATHERSTRIP(Q-LON) FOAM f--2.1" SIDEUiE a
9 #9 x 3/4"PFH WOOD SCREW STEEL SIDEUTE ADAPTER
11 4'X 4"HINGE STEEL ADAPTER
12 LATCH STRIKE PLATE STEEL o
13 DEADBOLT STRIKE PLATE STEEL �' !� ag 10
20 INSWING THRESHOLD ALUM/COMP F ��
a 21 INSWING THRESHOLD w/SIDELfiE ADAPTER ALUM/COMP m
7
22 OUTSWING THRESHOLD ALUM/COMP F- 4.56" of
Iq
23 OUTSWING THRESHOLD w/SIDELiTE ADAPTER ALUM/COMP 4S6" a
24 ADA THRESHOLD ALUM i�INSWING THRESHOLD W/SIDELIiEADAPTER OUISWING THRESHOLD W/SIDEMEADAPTER
aw
Y y
25 OUTSWING THRESHOLD ALUM/WOOD " Endura Qserles) Endum Rsedes) m
z 26 INSWING THRESHOLD ALUM/WOOD
27 INSWING THRESHOLD w/SIDELiTE ADAPTER ALUM/WOOD
U
33 ASTRAGAL(DLP OR ENDURA) ALUM
.�' 40 DOOR PANEL N
m
0 50 SIDELITE PANEL - tFllZ
e N
210UiSWING THRESHOLD �6 INSWING THRESHOLD o
CONCRETE ANCHOR NOTES: w DlP �� DIP
1.Concrete anchorlocaRons at the comers maybe adjusted to matntaln the min. $
edge distance to modarloints. 1.75' ; z
$ 2 Concrete anchor tocotions noted as MAX ON CENTER•must be adjusted to 1.75'+1
is maintain the min.edge distance to modarjoints,additional concrete anchors I o F--2,12
may be required to ensure the MAX.ON CENTER°dimerulon are not exceeded. I I I c
3.Concrete anchor fabie: - o
ANCHOR ANCHOR MIN MIN CLEARANCE MIN CLEARANCE °
TYPE SIZE EMBEDMENT iO INASONRr TO ADJACENT: 5/1(2 7H OW C�LT 5/16"O SUDE BOLT 'Z n°
EDGE `ANCHOR (T'THROW® naE 10/8/14 i
ITW BUILDEX 3/16" 1-1/4', 3 1_11r EACH END)
TAPCON® 1 4° 1.1 4• 2" 4" EACH END) sr N.T.S.LFS c 9
ELCOI nwa ea JK m'
RAC 1/4" 1.1/4, 1" 4" L CONCEALED BOLT RETAINER F� T' ox.er 3
s ULTACON® 4.5
STIFFENER
WOOD SCREW INSTALLATION NOTES: ASTRAGAL ENDURA ASTRAGAL DROM x0.: y
1.Matntainamtnfmum5/8°edgedufance,l•enddistonce,dl•o.c.spacGigof DLP -- UltGnafeHunicane 27 INSWING THRESHOLD W/SIDEUTEADAPiER FL-17347.8
wood screws to prevent the spRtNng of wood. pLP
o
sx¢r 9 oc 9 N
z