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FL # FL15210-R6
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
r ra s =43=
PubPk:ations Contact Us BCIS Site Map Links Search
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@rwbidgconsuitants.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 Ron O'Connell
Address/Phone/Email 5200 W Century Blvd,
Los Angeles, CA 90045
(440) 969-9773 Ext 16
ronoconnell@plastpro.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 - 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 12/31/2021.
Validated By Ryan J. King, RE,
Validation Checklist - Hardcopy Received
Certificate of Independence FL15210 R6 COI (a) Certificate of Independence.pdf
Referenced Standard and Year (of Standard) StalUdard
Year
ASTM D1929
1996
ASTM D2843
1999
ASTM D635
1998
ASTM D638
2003
ASTM E1300
2004
1 of 5 10/8/2019,1:07 PM
Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
https://www,floridabuilding,org/pr/pr app_dtl.aspx?param=wG...
ASTM E84 2005
ASTM G26 1995
G 155 2005
TAS 201, 202, 203 1994
Florida Licensed Professional Engineer or Architect
FL15210 R6 E uiv a E uivalenc of Standards pdf
Method 1 Option D
08/13/2017
09/18/2017
09/20/2017
12/12/2017
FL # Model, Number or Name Description
15210.1 a. Smooth/Wood Grain/White Wood
6'8 "Impact" Opaque Fiberglass Single Door -
Grain/Rustic/Mahogany Series O
Inswing/Outswing (X - Configuration)
Fiberglass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15210 R6 II fb) Inst 15210_1 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 15210.1 for Design Pressure Ratings, any
FL15210 R6 AE b Eval 15210.1. df
additional use limitations, installation instructions and
Created by Independent Third Party: Yes
product particulars.
15210.2
b, Smooth/Wood Grain/White Wood
6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or
Grain/Rustic/Mahogany Series 0
Sidelites - Inswing/Outswing (OX or XO; OXO -
Fiberglass Door
Configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15210 R6 II (b) Inst 15210.2.pd
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 15210.2 for Design Pressure Ratings, any
FL15210 R6 AE (b) Eval 15Z10.2.pdf
additional use limitations, installation instructions and
Created by Independent Third Party: Yes
product particulars.
15210.3
c. Smooth/Wood Grain/White Wood
6'8 "Impact" Opaque Fiberglass Double Door with or without
Grain/Rustic/Mahogany Series O
Sidelites - Inswing/Outswing (XX; OXXO - Configurations)
Fiberglass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15210 R6 II (b) Inst 15210 3 pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistants Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 15210.3 for Design Pressure Ratings, any
FL15210 R6 AE (b) Eval 15210.3.pdf
additional use limitations, installation instructions and
Created by Independent Third Party: Yes
product particulars.
15210.4
d. Smooth/Wood Grain/White Wood
6'8 "impact" Glazed Fiberglass Single Door -
Grain/Rustic/Mahogany Series 0
Inswing/Outswing (X - Configuration)
Fiberglass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15210 R6 1I b Inst 15210.4.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 15210.4 for Design Pressure Ratings, any
FL15210 R6 AE (b) Eval 15210.4.pdf
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additional use limitations, installation instructions and
Created by Independent Third Party: Yes
product particulars.
15210.5 e. Smooth/Wood Grain/White Wood
6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or
Grain/Rustic/Mahogany Series 0
Sidelites - Inswing/Outswing (OX or XO; OXO -
Fiberglass Door
Configurations)
Limits of use
Installation Instructions
Approved for use in HVHZ: Yes
FL15210 R6 II b Inst 15210.5. df
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 15210.5 for Design Pressure Ratings, any
FL15210 R6 AE b Eval 15210.5. df
additional use limitations, installation instructions and
Created by Independent Third Party: Yes
product particulars.
15210.6
f. Smooth/Woad Grain/White Wood
6'8 "Impact" Glazed Fiberglass Double Door with or without
Grain/Rustic/Mahogany Series O
Sidelites - Inswing/Outswing (XX; OXXO - Configurations)
Fiberglass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FLi 210 R6 11_(b) Inst 15210 6.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 15210.6 for Design Pressure Ratings, any
FL1521 Rfi AE b Ev 115210. df
additional use limitations, installation instructions and
Created by Independent Third Party: Yes
product particulars.
15210.7 g. Smooth/Wood Grain/White Wood
8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X -
Grain/Rustic/Mahogany Series O
Configuration)
Fiberglass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15210 R6 IL b) In 15210 7 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 15210.7 for Design Pressure Ratings, any
FL15210 R6 AE (b) Eval 15210 7 odf
additional use limitations, installation instructions and
Created by Independent Third Party: Yes
product particulars.
15210.8
h. Smooth/Wood Grain/White Wood
8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or
Grain/Rustic/Mahogany Series O
Sidelites - Outswing (OX or XO; OXO - Configurations)
Fiberglass Door
Limits of use
Installation Instructions
Approved for use in HVHZ: Yes
FL15210 R6 II (b) Inst 15210 8 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 15210.8 for Design Pressure Ratings, any
FL15210 R6 AE db) Eval 15210 8 odf
additional use limitations, installation instructions and
Created by Independent Third Party: Yes
product particulars.
15210.9
i. Smooth/Wood Grain/White Wood
8'0 "Impact" Glazed Fiberglass Double Door with or without
Grain/Rustic/Mahogany Series 0
Sidelites - Outswing (XX; OXXO - Configurations)
Fiberglass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15210 R6 11 b Inst 15210.9, df
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 15210.9 for Design Pressure Ratings, any
FL15210 R6 AE (b) Eval 15210 9 pdf
additional use limitations, installation instructions and
Created by Independent Third Party: Yes
product particulars.
15210.10j.
Smooth/Wood Grain/White Wood
B'0 "Impact" Opaque Fiberglass Single Door - Outswing (X -
Grain/Rustic/Mahogany Series O
Configuration)
Fiberglass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15210 R6 II {b) Inst 15210.10.pd
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 15210.10 for Design Pressure Ratings, any
FL15210 R6 Al, (b) Eval 15210.10.odf
additional use limitations, installation instructions and
Created by Independent Third Party: Yes
3 of 5 10/8/2019, 1:07 PM
Florida Building Code Online
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Product particulars.
15210.11 Ic. Smooth/Wood Grain/White Wood
810 "Impact" Opaque Fiberglass Single Door with Sidelite or
Grain/Rustic/Mahogany Series 0
Sidelites - Outswing (OX or XO; OXO - Configurations)
Fiberglass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15210 R6 II (b) Inst 15210 11 —If
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 15210.11 for Design Pressure Ratings, any
FL15210 R6 AE (b) Eval 15210 11 pdf
additional use limitations, installation instructions and
Created by Independent Third Party: Yes
product particulars.
15210.12 I. Smooth/Wood Grain/White Wood
8'0 "Impact" Opaque Fiberglass Double Door with or without
Grain/Rustic/Mahogany Series O
Sidelites - Outswing (XX; OXXO - Configurations)
Fiberglass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15210 R6 II C411n 15210.12 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 15210.12 for Design Pressure Ratings, any
FLIS210 R6 AE (b) Eval 15210 12 pdf
additional use limitations, installation instructions and
Created by Independent Third Party: Yes
product particulars.
15210.13 m. Smooth/Wood Grain/White
8"0 "Impact" Opaque Fiberglass Single Door with Surface
Wood Grain/Rustic/Mahogany
Bolts - Outswing (X - Configuration)
Series 0 Fiberglass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15210 R6 II (b Inst 15210 13 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 15210.13 for Design Pressure Ratings, any
FL15210 R6 AE X.Eval 15210 13 pdf
additional use limitations, installation instructions and
Created by Independent Third Party: Yes
product particulars.
15210.14 n. Smooth/Wood Grain/White Wood
8'0 "Impact" Opaque Fiberglass Double Door with Surface
Grain/Rustic/Mahogany Series 0
Bolts on Active Door panel - Outswing (XX - Configuration)
Fiberglass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15210 R6 If (b) Inst 15210.14 pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon R Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 15210.14 for Design Pressure Ratings, any
FL15210 R6 AE (b) Eva] 15210 14 pdf
afttional use limitations, installation instructions and
Created by Independent Third Party: Yes
product particulars.
15210.15
o. Smooth/Wood Grain/White Wood
8'0 "Impact" Glazed Fiberglass Single Door utilizing the
Grain/Rustic/Mahogany Series 0
WINDSERTr" an operational window insert - Outswing (X -
Fiberglass Door
Configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15210 R6 II b Inst 15210.1�df
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 15210.15 for Design Pressure Ratings, any
FL15210 R6 AE [hlEval 15210.15.pdf
additional use limitations, installation instructions and
Created by Independent Third Party: Yes
product particulars.
salt Next
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone, 850-487-1624
The State or Florida is an AA/EEO employer. Copyright 2007 -gni 3 Stag of Fbrida :: Pnvaev Statement :: Arygssibflity Statement :: Refund Statement
Under Flonda law, email addresses are public records. If you do rot want your a -mall 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 mail. If you have any questions, please contact 850.487.1.395. *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 f they have
one. The emails provided may be used far official communication with the 4censee. 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.,
phase click here .
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Product Approval Accepts:
mWD` 0
Credit Card
Safe
5 of 5 10/8/2019, 1:07 PM
R W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
G` P.O. Box 230 Valnco, Fl. 33595 Phone 813,659.9197
Florida Board of Professional Engineers Certificate of Authorization No. 9813
Product
.ategory
Sub Category
Manufacturer
Product Name
Swinging
Plastpro, Inc,
Smooth l Wood Grain I White Wood Grain
Exterior
Doors
Exterior Door
5200 W Century Blvd.
Rustic f Mahogany
Assemblies
Los Angeles, CA 90045
Series O Fiberglass Door
Phone 440.969.9773
InswinalOutswina - "Imoaer,
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. 61020-3, 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 6th Edition (2017) Florida Building Code structural requirements
including 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 the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact
resistant covering.
4. When used in areas outside of the "HVHZ" requiring 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 " D' and includes Wind Zone 4 as
defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL -15210.4 require further engineering analysis by a licensed engineer or
registered architect.
7. Outswing corfigurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration
requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or
canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees.
8. See drawing FL -15210.4 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01390365 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. Lyndon. F. Schmidt, P.E.
TEL 01391845 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. William Shelton, P.E.
ETC -05.255-16776.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ETC Laboratories Joseph L. Doldan, P.E.
ASTM G 26-95
ETC -06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L. Doldan, P.E.
ETC -07-209-19303.0 ASTM D 635-98, 638-03, 1929-96 & 284399 ETC Laboratories Ben Meunier
2. Miami -Dade NOA Materials
17-0712.05 Saflex PVB Interlayer (Eastman Chemical Company)
16-0314.11 Royal Mouldings (Ext. PVC)
3, Drawing No. Prepared by Sinned & Sealed by
No. FL -15210.4 RW Building Consultants, Inc. (CA #9813) ��0*, Mit �� f�osle Lyndon F. Schmidt, P.E.
4. Calculations Prepared by ems' ''�
� ti.• .-• ' ' ,., i` ✓ Signed & Sealed by
Anchorin RW Buildin Consultants, Inc. CA#9813 ®� \0 �iy,� 10
Anchoring 9 ( ) 4 e oma, Lyndon F. Schmidt, P.E.
ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E. a
Pto 43409 • a
5. Quality Assurance ®'
ems: 4Lyndon
ATE 0E•,i 13• F. Schmidt, P.E.
FL PE No. 43409
Sheet 1 of 1
�rrt�lt�tac�� 9/18/2017
plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series O Fiberglass Door
INSWING / OUTSWING
IMPACT`
GENERAL NOTES
1. This product has been evoluoled and is in compliance with the 6th Edition (2017( Florida Building
Code JFBCJ structural requirements including the "High Velocity Hurricane Zone" (HVHZJ.
2.
Product anchors shall be as listed and spaced as shown on details. Anchor ernbedmenf to base
SHEET # DESCRIPTION
material shall be beyond wall dressing or stucco.
s 3.
When used in the "HVI174his product camples with Section 1626 of the Florida Building Code and
o
does not require an Impact resistant covering.
4.
When used in areas outside of the "HVHT' requiring wind bome debris protection, this product
9
comples with FRC Sections 1609.1.2 & R30121.2 and does not require an impact resistant covering.
3
This product meets missile level "a" and Includes Wind Zone 4 as defined in ASTM E 1996 and F9C
16
Sections 1669.1.2,2 & R301.2.1.2. I.
5.
For 2x stud construction, anchoring of ttreso units shall be the some as that shown for 2x buck masonry
E
construction.
6.
Site conditions that deviate from the details of this drawing require further engineering analysis by a
12
licensed engineer orreg'rstered architect.
5; 7.
Oulsvying confil meet water infiltration requirements for'HVHZ'. All other configurations do
R
K
not meet the water infiltration requirements for the 'HVHT' and must be Installed only to non-habltoble
7
areas or at habitable locations protected by an overhang or canopy such that the angle between
9
i
the edge of canopy or overhang to sill is less than 45 degrees.
37.50" MAX, OVERALL _
FRAME WIDTH
ch z
z F
N
O
CONFIGURATION
TABLE OF CONTENTS
SHEET # DESCRIPTION
SHIl DESCRIPTION
1
Typical Elevations, Design Pressures & General Notes
B
Horizontal & Vertical Cross Sections (Direct to Masonry)
2
Door Panel Details
9
3 -point lock details
3
lite frame details and glazing details
16
3 -point lock details
4
Horizontal & Vertical Cross Sections {2X Buck
11
Buck and frame anchorin
5
Horizontal & Vertical Cross Sections 1 X Buck]
12
Components
6
Horizontal & Vertical Cross Sections [Direct to Masonry)
13
Ball of materfols
7
Vertical Cross Sections (Thresholds]
CW
N 3d
37.50" MAX, OVERALL _
FRAME WIDTH
ch z
z F
N
O
CONFIGURATION
MAX.
FRAME
DIMENSION
DESIGN PRESSURE &SF)
:POSITIVE . NEGATIVE...
X
37.5" z 82.9"
+75,0 -75,4
See sheets 2 & 4 for hardware and life frame design pressure limitations
ruse• 02/16/12
sr.N.e N.T.S.
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DRAWING N0.:
FL -?5210.4
RiM I OF 13
..
ti
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0 a
Era z m � �'
g `o a
ci
M a(L�
e
0
u 9
CW
N 3d
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DRAWING N0.:
FL -?5210.4
RiM I OF 13
07,
�7
0.A" 'i
CAP (PVC)
HINGE STILE (LVL)
G1 G2
EXTERIOR
INTERIOR
1 HORIZONTAL CROSS SECTION
2
31,76'130011
WIDTH
z
z
-7
z
� 1
4 2 X �
O
Y �SEE HARDWARE
to
TABLE
SEE HARDWARE
TABLE
� DOOR PANEL
!' CAP (VC)
LATCH STILE (LVE)
HARDWARE IA IV
/
... .. _..
Eo
MANUFACTURER
....
PRESSURE
KWIKSET
KNOB: SIGNATURE SERIES
CAP (PVC)
HINGE STILE (LVL)
G1 G2
EXTERIOR
INTERIOR
1 HORIZONTAL CROSS SECTION
2
31,76'130011
WIDTH
z
z
-7
z
� 1
4 2 X �
O
Y �SEE HARDWARE
to
TABLE
SEE HARDWARE
TABLE
� DOOR PANEL
!' CAP (VC)
LATCH STILE (LVE)
HARDWARE IA IV
/
... .. _..
MAX. DESIGN
MANUFACTURER
.-.MODEL
PRESSURE
KWIKSET
KNOB: SIGNATURE SERIES
475
� �Yg
DEADBOLT: SIGNATURE SERIES (980)
Z1.
SCHLAGE
KNOB: "r,sERiFs(FS1)
±TS
i • �
DEADBOLT: "B"SERIES0 0/62)
///��fll e•IIi4\
PAMEX
LEVER: FL30 SERIES
±75
%
DEADROLT: FD? SERIES
HOPPE
MU11U'OINTLOCK: HL590003•POINTTONGUE
±50
ENDURA
MULTIPOINTLOCK: TRILENNIUM3000(3-PT)
} 75
See sheets 6 and 7 for multipoint lack detail.
TOP RAIL
(COMP.)
INTERIOR
ay,
9e..
FIBERGLASS SKIN
(0.125' MIN. THQ
FOAM CORE
(POLYORETHANE-
1.9 PCF MIN.)
EXTERIOR
BOTTOM RAIL
(COM?,)
2 VERTICAL CROSS SECTION
z
0111-1 11!
/
ti Av.•yy
,• p• YT��.
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� �Yg
U
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DATE 0211 Y1
sr: N.T.S.
Mr. BY. JK
CHK BY., LFS
DPAWNG m-.
FL -15210.4
SHEETL or 13
N
24.27MAX.
FRAME WIDTH
20.5(1' MAX.
D.L.O. WIDTH
w
T �
= 5
o �.y
0
C;
n �
vi
PP)
ODL LITE FRAME
24" MAX.
FRAME WIDTH
20.75' -_
D.LO. WIDTIDT H
iv O
g
(7 O
w E -u
z x
® 6
a
PP.)
0
O �
Zo
(n'P) �+
RSL LITE FRAME
5/8" GLASS BITE
(� STRUCTURAL SIUCINE (DOW 9951
EXT.
I" OVERALL GLASS THK.
118' ANNEALED GLASS
0,090' SAFLIX6 PVB
INTERLAYER
118'ANNEALED GLASS
AIR SPACE
III
1/8"TEMPERED GLASS
ALUMINUM SPACER
40 NON STRUCTURAL SEALANT
A4 #7-19 X 1-3/4' PPH SELF-DRILUNG SMS
INT.
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..-MANIlFAC'dLIRRR
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112" GLASS BITE
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VT ANNEALED GLASS
0.090" SAFLT](®PVB
INTERLAYER
1/8" ANNEALED GLASS
AIR SPACEj i I
118" TEMPERED GLASS �j
1 /2" NON -GROOVE SMGGLE
W/ DELCHEM#80 POLYSULFIDE
1/8"BACKFILL A6
# 10 X 1-3/4PPH WOOD SCREW
IN1'. Cr2 GCAifNG DE7A1C
1.86"
A3 EXT. FRAME
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2 HORIZONTAL CROSS SECTION
3 VERTICAL CROSS SECTION
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q Ouiswing shown png simBorJ
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2 HORIZONTAL CROSS SECTION
3
VERTICAL CROSS SECTION
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simiIO4
5 Shown w 1 X sub-buck
Dutswing shown Ilnswing sinlar)
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Outsw ng shown (Inswing slmlarJ
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1 -114 -MIN
i-114 MIN.
EMB. ,TYP.j
EMB. {TYP.j
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1 HORIZONTAL CROSS SECTION
2 HORIZONTAL CROSS SECTION
VERTICAL CROSS SECTION
r �2
6 Shown Direct to Masonry
6 Shown; Direct to Mummy
G
Shown Uwect to Mosonry
ry
Outswing shown {Insw ng similar)
shown (Inswing similar)
OutSSving shown ,Inswing S€milar,
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7 Shown w/ ADA threshold
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3 VERTICAL CROSS SECTION
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7 Ol iswing confuguration
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1.25'
—� MIN.
1
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EXTERIOR WA FNTERK)R
5 VERTICAL CROSS SECTION
$ Shown Direct to Mason%
Outswing only w/ 4-9/16 jamb
d
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I I 1-1 /4' MIN.
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1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION
$ Shown Direct to Mosonry $ Shown Direct to Masonry+
OutsMag only w/ 4-9/16' jamb Outswing only wl 4-9/16 jamb
I
�b I VERTICAL CROSS SECTION
$ Shown D rect to Masonry
Outswing only w/6.9/16 jonab
MAX.
m T
MIN.
MAX.
Shown Direct to Masonry
Outswing only w/ 6-9/16' jamb
EXTERK)R
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DAM
02/18/12
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8 Shown Direct to Masonry
CHKa LFS a
Outswing only w/ 6-9/16'jamb
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02/18/12
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4 HORIZONTAL CROSS SECTION
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8 Shown Direct to Masonry
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2x BUCK 58 o
HOPPEMULT]POfMIOCKSET 25
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1.T' 2XBUCK 56 �
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STRIKE JAMB
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DAM 0211 6 12
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s MANUAL RAISED TONGUE GEAR SYSTEM
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& JAMBS ._
MASONRY
OPENING
2X BUCK
4
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BUCKANCHORING
CONCRETE ANCHOR NOTE:
1. Concrele onchar Iocano at Nie ccinen maybe adlusted to maintain the rrdn.
edge c%lonee to modarfofrlts.
2. Concrete anchor toaofioru noted as WAX. ON CE.NIER'mwtbe Odjushed to
maintain the rrJn. edge distance to mortar joirlls oddifiond concrete anchors
"'ay be required to ensure the 'MAX ON CENTER" aknension are not exceeded.
3. Concrete anchor tom;
1, WOOD SCREW WALIATION NOTES:
Malnfafn a mtnlmum SIR' edge dstonce. I" am dMance, d I"D.c. spar ig of
woodscrews to prevent the spitting Of wood.
ANCHOR'
- MMI.., _.
MIN.CLEARANCE MIN.CLEARANCE
-
._ANCHOR
TYPE
WE ...
EMBEDMENT
7O MASONRY
_ EDGE
TO ADJACENT�
ANCHOR ..
®..
ITw
111•
1.114'
r
4'
TAPCON
-1,a:
DETAIL (TYP.J G 1 X BUCK
a
DIRECT TO
ELCo a
114'
1.1/1°
1"
1"
ULTRACON
OPENING TYP. HEAD
SCA N.T.S.
& JAMBS
ITW
311d"
1-11C'
ASSHOWN
1.1%7
IAPCON
CHK Br. LFS
3
v U
1, WOOD SCREW WALIATION NOTES:
Malnfafn a mtnlmum SIR' edge dstonce. I" am dMance, d I"D.c. spar ig of
woodscrews to prevent the spitting Of wood.
STNKEJAMB
2X BUCK
IX BUCK
DIRECT TO
MASONRY
LATCH A DEADBOLT DETALL
49116" JAMB DIRECT TO MASONRY JAMB {TYP.)
I
Masonry construction
(SEE SHEET 8)
DIRECT TO
DIRECTTO
MASONRY M
MASONRY
N
1X BUCK
`P
SEE HINGE L 2X BUCK
n
-1,a:
DETAIL (TYP.J G 1 X BUCK
a
DIRECT TO
DIRECT TO
a
MASONRY MASONRY
4
µ
OPENING TYP. HEAD
SCA N.T.S.
& JAMBS
FRAME
Doc. W. JK
d
CHK Br. LFS
3
v U
49116" JAMB M
—
o
HINGE DETAIL
2X BUCKr6-9116- JAMB N
FL -15210.4'
a
DIRECT TO
N
tEET 11 DF 13 fJ
MASONRY
JAMB (TYP.(
(SEE SHEET 81
ADASILL
ONLY
STNKEJAMB
2X BUCK
IX BUCK
DIRECT TO
MASONRY
LATCH A DEADBOLT DETALL
MASONRY
I X BUCK
2X BUCK
HINGE DETAIL
Inrdmg
HINGE JAMB
is
Z
a
tip
?o
C. 1„
W�J S
m
L.
.-M uj
O he
U
03
a.
DIRECT TO
FRAME ANCHORING
I
Masonry construction
A
DIRECT TO
DIRECTTO
MASONRY M
MASONRY
N
1X BUCK
I X BUCK
X BUCK
2
2X BUCK
a
DIRECT TO
1
MASONRY
I X BUCK
2X BUCK
HINGE DETAIL
Inrdmg
HINGE JAMB
is
Z
a
tip
?o
C. 1„
W�J S
m
L.
.-M uj
O he
U
03
a.
DIRECT TO
I
I
A
MASONRY M
N
IXBUCK G
2X BUCK L
m
a
4
DATe 02116112 =
11
SCA N.T.S.
`
Doc. W. JK
d
CHK Br. LFS
3
DRk"s ND:
HINGE DETAIL
FL -15210.4'
"
Ou1sw ng
N
tEET 11 DF 13 fJ
OUTSWING THRESHOLD
DLP 100SRI
OUTSWosHlING THRESHOLD
32 DLg {a
OUTSWING MRESHOID
Columbia High Dam (SBI J
O 1,V1NG 1HRESHOLD
3� CO[umtiia 1575)
OUTSWING THRESHOLD
Endura (i -Series]
INSWING THRESHOLD
36 indura 12 -Series)
3g INSWING THRESHOLD
Columbia
qINSWING THRESHOLD
3%
{-� 4.56"
� I I O f'�•• Z #
II I rrrrr'',�+t•'
F-•� 2.44" - ..-.�� - 2.13"' --,�
&P0LYFIBERJAMI
Pkssfpra ti
I
2 WOODJAMI
U
CILI
0.52" kT
i W€ATHERSTRIP
Endura Force 5
4.56"
29 ADA THRESHOLD
DLP
$ O I0110MSWEEP
�A
DWG. BY: JK
unc err: LFS
DnAsmG NO.;
FL -15210.4
OM 12 OF 13
o
m
q
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s
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y
43
6
g='
Vol ........
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4
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v is xZq
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$ = c W
t p nma
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BILL OF MATERIALS
Y DE4GGI110N ���
A 1X BUCKSG>=0.55 WOOD
B 2XBlICKSG>=0.55 WOOD
C 114" MAX. SHIM SPACE -
D 114" X 2-3/d" PFH ELCO OR RW CONCRETE SCREW STEEL
E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE
301 OR HOLLOW BLOCK CONFORMING TO ASTM G90
G 3116" x 3-i/4' PFH ITW CONCRETE SCREW STEEL
! 114" X 1-314" PFH ELCO OR fIW CONCRETE SCREW STEEL
J 114'X 33/d" PFH ELCO OR ITW CONCRETE 5GREW STEEL
K l/4 X 2-1 /d" ITW CONCRETE SCREW STEEL
L #10 X 2-1 /2" PFH WOOD SCREW (1.15' MIN. EMBEDMENT] STEEL
M 3116" X 2-1l4" ITW CONCRETE SCREW STEEL
o
M
4�
0
4
w
� o
J
co
0
d
N 3116r X 2,..'14" ITW CONCRETE SCREW STEEL
P 114" X 2-lla' PFH ELCO CONCRETE SCREW STEEL
I POLY FIBER JAMB CQMP.1 VINYL
2 FINGER JOINTED PINE FRAME WOOD
7 WEATHERSTRIP FOAM
$ DOOR BOTTOM SWEEP VINYL
9 4'X 4' BUTT HINGE STEEL
1 #9 X 314" PFH WOOD SCREW STEEL
22 3 POINT"TONGUE' MULTIPOINT LOCKSET (Mfg. BY NOPPE) STEEL
23 MULTIPOINT STRIKE PLATE ]TONGUE SYSTEM) STEEL
25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL
27 LATCH STRIKE PLATE STEEL
�w
N
w w
d�
r
ry v
w�
}
m
O
F
0 ZF
a°
28 DEADBOLT STRIKE PLATE {SECURITY) STEEL
29 ADA THRESHOLD ALUM
30 OUTSWINGTHRESHOLD ALUM/WOOD
3d OUTSWINGTHRESHOLD AI-UM/WOOD
32 OUTSWINGTHRESHOLD ALUM/WOOD
OUTSWINGTHRESHOLb ALUM/COMP
34 OUTSWINGTHRESHOLb ALUM/WOOD
36 INSWING THRESHOLD ALUM/COMP
37 INSWING THRESHOLD ALUMIWOOD
38 INSWING THRESHOLD ALUMICOMP
40 DOOR PANEL -SEE DOOR PANEL. DETAIL SHEEP FOR CONSTRUCTION DETAILS -
55 #10 X 1-1/2" PFH SCREW STEEL
57 BACKING PLATE STEEL
58 #$ X 7' PFN WS STEEL
60 MULTIPOINT STRIKE PLATE STEEL
62 ENDURA TRILENNIUM 3000
DAA 02116112 i
Sous N.T.S. °
Dwr- w(; J1C m
ux. iK LFS
DVMN0 WD -
N
FL -1521M4
C]
SHUT 13 OFA.-3-
LOCK ASSEMBLY
STEEL