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FL # FL15210-R7
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Plastpro Inc. / Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES, CA 90045
(440)969-9773 Ext16
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 Ext18
scottjohnson@plastproinc.com
Quality Assurance Representative Ron O'Connell
Address/Phone/Email 5200 W Century Blvd.
Los Angeles, CA 90045
(440)969-9773 Ext16
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 the Lyndon F. Schmidt, P.E.
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, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL15210 R7 COI (b) Certificate of Independence.,pdf
Standard
Year
ASTM D1929
1996
ASTM D2843
1999
ASTM D635
1998
ASTM D638
2003
ASTM E1300
2004
ASTM E84
2005
ASTM G26
1995
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12/18/2020 Florida Building Code Online
G 155 2005
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Florida Licensed Professional Engineer or Architect
FL15210 R7 Equiv of Standards (c)_pdf
Method 1 Option D
Date Submitted 07/21/2020
Date Validated 07/30/2020
Date Pending FBC Approval 08/05/2020
Date Approved 10/13/2020
Summary of Products
FL # j 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 R7 II (c) 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 j
Other: See INST 15210.1 for Design Pressure Ratings, any
FL15210 R7 AE fc) Eval 15210.1.pdf I
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15210.2
b. Smooth/Wood Grain/White Wood
6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or
Grain/Rustic/Mahogany Series O
Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations)
Fiberglass Door
_
m
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15210 R7 II (c) Inst 15210.2.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 15210.2 for Design Pressure Ratings, any
FL15210 R7 AE (c) Eval 15210.2.pdf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15210.3 ii c. Smooth/Wood Grain/White Wood
6'8 "Impact" Opaque Fiberglass Double Door with or without
I Grain/Rustic/Mahogany Series O
Fiberglass Door
Sidelites - Inswing/Outswing (XX; OXXO - Configurations)
®_ _
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15210 R7 II (c) Inst 15210.3.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 15210.3 for Design Pressure Ratings, any
FL15210 R7 AE (c) Eval 15210.3.pdf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15210.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door - Inswing/Outswing
Grain/Rustic/Mahogany Series O (X - Configuration)
Fiberglass Door
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 15210.4 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
particulars.
T� I
15210.5
Installation Instructions
FL15210 R7 II (c) Inst 15210.4.pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL15210 R7 AE c) Eva[ 15210.4.pdf
Created by Independent Third Party: Yes
Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or
ain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations)
Fiberglass Door
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Florida Building Code Online
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15210 R7 II (c)_Inst 15210.5.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 15210.5 for Design Pressure Ratings, any FL15210 R7 AE fc) Eval 15210.5.pdf i
additional use limitations, installation instructions and product Created by Independent Third Party: Yes j
particulars. _
15210.6 f. Smooth/Wood 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 FL15210 R7 II (c) Inst 15210.6.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 15210.6 for Design Pressure Ratings, any FL15210 R7 AE (c) Eval 15210.6.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15210.7
g. Smooth/Wood Grain/White Wood
8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X -
Grain/Rustic/Mahogany Series 0
Configuration)
Fiberglass Door
Installation Instructions a
Limits of Use
Approved for use in HVHZ: Yes
FL15210 R7 II fj Inst 15210.7.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 15210.7 for Design Pressure Ratings, any
FL15210 R7 AE (c) Eval 15210 7.p6
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15210.8 h. Smooth/Wood Grain/White Wood
8'0 "Impact" Glazed 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 R7 II _(c)_Inst 15210.8.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 15210.8 for Design Pressure Ratings, any
FL15210 R7 AE (c) Eval 15210.8.pdf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15210.9 I 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
Installation Instructions
Limits of Use
Approved for use in HVHZ: Yes
FL15210 R7 II (c) Inst 15210.9.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409 I
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 R7 AE (c) Eval 15210.9.p f
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15210.10 j. Smooth/Wood Grain/White Wood
8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X -
Grain/Rustic/Mahogany Series 0
Configuration)
Fiberglass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15210 R7 II (c) Inst 15210.10.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409 i
Impact Resistant: Yes
Created by Independent Third Party: Yes {
Design Pressure: N/A
Evaluation Reports j
Other: See INST 15210.10 for Design Pressure Ratings, any
FL15210 R7 AE (c) Eval 15210.10.pdf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15210.11 k. Smooth/Wood Grain/White Wood
8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or
Grain/Rustic/Mahogany Series 0
— Fiberglass Door
Sidelites Outswing (OX or XO; OXO Configurations) j
Limits of Use
-
Installation Instructions
Approved for use in HVHZ: Yes
FL15210 R7 II (c) Iost 15210.11.12-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 15210.11 for Design Pressure Ratings, any
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12/18/2020
Florida Building Code Online
j additional use limitations, installation instructions and product FL15210 R7 AE (c)_Eval 15210.11.pdf °
particulars. Created by Independent Third Party: Yes
15210.12 I. Smooth/Wood Grain/White Wood
Grain/Rustic/Mahogany Series O
Fiberglass Door
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 15210.12 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
particulars.
15210.13 m. Smooth/Wood Grain/White Wood
Grain/Rustic/Mahogany Series 0
Fiberglass Door
8'0 "Impact" Opaque Fiberglass Double Door with or without
Sidelites - Outswing (XX; OXXO - Configurations)
Installation Instructions
FL15210 R7 II (C Inst15210.12.pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL15210 R7 AE (C Eval15210.12.pdf
Created by Independent Third Party: Yes
8'0 "Impact" Opaque Fiberglass Single Door with Surface Bolts
- Outswing (X - Configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15210 R7 II (c 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 R7 AE (c) Eval 15210.13.pdf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15210.14 n. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with Surface Bolts
Grain/Rustic/Mahogany Series 0 on Active Door panel - Outswing (XX - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15210 R7 II (c) Inst 15210.14.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 15210.14 for Design Pressure Ratings, any FL15210 R7 AE (c) Eval 15210.14.pt;f
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15210.15 o. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door utilizing the
Grain/Rustic/Mahogany Series O WINDSERT"" an operational window insert - Outswing (X -
i Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15210 R7 II (j Inst 15210.15.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 15210.15 for Design Pressure Ratings, any FL15210 R7 AE (c) Eval 15210.15.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
Haek kext
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
M M M eG9 ■
Credit Carts
Safe
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R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Registry License No. 9813
Product
Category
Sub Category
Manufacturer
Product Name
Swinging
Plastpro, Inc.
Smooth i Wood Grain i White Wood Grain
Exterior
Exterior Door
5200 W. Century Blvd.
Rustic / Mahogany
Doors
Assemblies
Los Angeles, CA 90045
Series O Fiberglass Door
Phone 440.969.9773
InswinglOutswing - "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 7th Edition (2020) Fiorida 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-15210.5 require further engineering analysis by a licensed engineer or
registered architect.
7. Outswing configurations 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-15210.5 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 01391846
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 & 2843-99
ETC Laboratories
Ben Meunier
2. Miami -Dade NOA Materials
17-0712.05 Saflex PVB intedayer (Eastman Chemical Company)
17-1026.08 Royal Mouldings (Ext. PVC)
3. Drawinq No. Prepared by
Signed & Sealed by
No. FL-15210.5 RW Building Consultants, inc. (#9813)
�r�t1t €pltaar®
b. i.�. 8�
Lyndon F. Schmidt, P.E.
4. Calculations Prepared by
ate`.
'•. ®�
C �®
•°64
Signed & Sealed by
Anchoring RW Building Consultants, Inc. (#9813)
-.q
q
Lyndon F. Schmidt, P.E.
ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E.
1 I
5. QualitvAssurance
=_ =
Certificate of Participation issued by National Accreditation and Management d L : L' 4
Institute, certifying that Plastpro, Inc. is manufacturing products within a quality.
l:
'. S
assurance program that complies with ISOIIEC 17020 and Guide 53.®at,'.,n
Lyndon F. Schmidt, P.E.
iC t•3 �� i �Y� FL PE No. 43409
�d°r t t r a$ a s€ ``a �t • 7/29/2020
Sheet 1 of 1
plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series O Fiberglass Door
INSWING / OUTSWING
"IMPAcr
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 71h Edition (2020) Florida Building Code (FBC)
structural requirements including the "High Velocity Hurricane Zone" (HVHZ).
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 "HVHT'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 bome debris protection, this product complies with FBC
Sections 1609.1.2 & R301.2.1.2 and does not requir9 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 construction, anchoring of these units sholl be the some as that shown for 2( buck masonry
construction.
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed
engineer or registered architect.
7. Outswing configurations mset 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.
TABLE OF CONTENTS
SHEETS
DESCRIPTION
SHEET#
1
Typical elevations, design pressures & general notes
9
Vertical Cross Sections (Thresholds)
2
Door panel details
10
Horizontal & Vertical Cross Sections (Direct to Masonry)
3
Sidelite panel details
11
3-Point lock details
4
Lite frame details and glazing details
12
3-Point lock details
5
Elevations
13
Buck anc oring
6
Horizontal & Vertical Cross Sections 2X Buck)
14
frame anchoring
7
Hor zontal & Vertical Cross Sections iX Buck)
or
15
Components
8
zontal &Vertical Cross Sections Direct to Masonry)
16
Bill of materials
37.5" MAX. FRAME WIDTH --
FRAME WIDTH 1,5"
IZ �Z
0 a
0
X
O
I1J W
x ^_
LL
J�
OL
L�J�I
T
Z
_ 37.5" MAX.
FRAME WIDTH
CONFIGURATION
MAX.:
FRAME'
DIMENSION
DESIGN PRESSURE (PSF):'
PO5fi VE
NEGATIVE'
Ox/XO
76X x 82.0"
+75.0
-75.0
OXO
115.5" x 82.0"
+75.0
-75.0
aee sneers c a 4 Tor narawum unu ue rrome oeifgn pressure nmsranons
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z$ ZEE
V was
W N �W
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FL-15210.5
SHEET _L of 16
v
a
0
EE
I---F o.T' Gl G2
-- 0•� III • EXTERIOR
ifn
INTERIOR
CAP (PVC)
HINGE STILE (LVL)
I HORIZONTAL CROSS SECTION
2
35.75' DOOR
WIDTH
2
2
U
i 1n
O '
2 X o
0
N � SEE HARDWARE See sheets 9 and 10 for multipoint lock details.
o TABLE
SEE HARDWARE
TABLE
40 DOORPANfi
2.a"
o .
z1A IL
-L
CAP (PVC)
LATCH STILE (LVL)
HARDWARE TABLE
MANUfACTUR�R
MODEL
MAX`DESIGN
PRESSURE PS
KWIKSET
KNOB: SIGNATURE SERIES
t 75
DEADBOLT: SIGNATURE SERIES (980)
SCHLAGE
KNOB: "P'SERIES(PSI)
"B"
±7Jr
DEADBOLT: SERIES (B60/62)
PAMEX
LEVER: FL3BSERIES
+ 75
DEADBOLT: FD7 SERIES
HOPPE
MULTIPOINT LOCK: HL59000 3-POINT TONGUE
± s0
ENDURA
MULTIPOINT LOCK: TRILENNIUM 3000 (3•FT)
± 75
"If i
TOP RAIL
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4a
FIBERGLASS SKIN °
(0.125" MIN. THK.) °
FOAM CORE
(POLYURETHANE
1.9 PCF MIN.)
N Z
BOTTOM RAIL A DATE: 02116 12
(COMP.)
SCALE: N.T.S.
DWG. BY: JK
VERTICAL CROSS SECTION CHK• BY: LFS
'1 DRAWING NO,
FL-15210.5
SHEET 2 OF 1 a
a
0.7" G1 G2 0'4. TOP RAIL �`�\\� * �'�� w
EXTERIOR 0'� (COMP.)' „ l' :� uOi
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(0.125' MIN. THK.) � F F
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BOTTOM RAIL
(COMP.) DATE; 02/16/12 z
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_VERTICAL CROSS SECTION DwG. BY: ,JK m
$0 S►DELffE PANEL $ CHK. BY: LFS
DRAWING NO.: N
FL-15210.5 0
SHEET 3 OF 16
24.22' MAX.
FRAME WIDTH T
20.50" MAX.
D.L.O. WIDTH
b p
= J-
O O
m 5
(TYP.)
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4.25"
(TYP.)
ODL LITE FRAME
24" MAX.
FRAME WIDTH
20.75" MAX.
D.L.O. WIDTH
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0 6
LL p (TYP.)
O
L=
v
(TYP)
RSL LITE FRAME
5/8" GLASS BITE
STRUCTURAL SILICINE (DOW 995)
EXT.
1" OVERALL GLASS THK.
1/8" ANNEALED GLASS
0.090" SAFLEXS PVB
INTERLAYER
I /8" ANNEALED GLASS
1 AIR SPACE
1/8"TEMPERED GLASS
ALUMINUM SPACER
NON STRUCTURAL SEALANT
J
#7-19 X 1-3/4"PPH SELF -DRILLING SMS
INT.
G1 GLAZING DETAIL
WFRAMETABLE
MANUFACTURER
MAX.0ESIGN
PRESSURE S ;_
ODL
±75
RSL
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EXT.
1 /Z' GLASS BITE
1-1/4" OVERALL THK. GLASS
1 /8" ANNEALED GLASS
0.090" SAFLEX®PVB
INTERLAYER
1/8"ANNEALED GLASS
AIR SPACE J / I�
1 /8" TEMPERED GLASS
1/2" NON -GROOVE SWIGGLE
w/ DELCHEM#80 POLYSULFIDE
1 /8" BACKFILL A6
#10 X 1-3/4" PPH WOOD SCREW
INT. G2 GLAZING DETAIL
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STRUCTURAL SILICINE (DOW 995)
1.59"
A5 EXL FRAME
A6 INi. FRAME
A7 SCREW CAP
DATE: 02116 12
SCAB N.T.S.
DWG. BY: JK
CHK. BY: LFS
FL-152105
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NOTE
1. Spacing for item K: 6" from each end
and at centerline. (3 Total)
2. Sidelite assembly screws located 6' from top
and bottom then 5 more equally spaced (7 total).
0.15" C-SINK
(nP) 0.16'C-SINK
UP)
T
SEE NOTE 2
EC K
INTERIOR
MIN. I EMB. U 29
EMB. (TYP.)
�11 HORIZONTAL CROSS SECTION
6 Outswing shown (Inswing similar)
HORIZONTAL CROSS SECTION
6 Outswing shown (Inswing similar)
1-I M MIN.
EMB. (IYP.)
EXTERIOR 1
50 D
2 HORIZONTAL CROSS SECTION
6 Outswing shown (Inswing similar)
(TERIOR 2- 58 88 EXTERIOR
SEE NOTE 2 n
rERIOR i \ v / \r k INTERIOR
HORIZONTAL CROSS SECTION
6 Outswing shown (Inswing similar)
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EXTERIOR INTERIOR o_m < N
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VERTICAL CROSS SECTION & a
6 Outswing shown (Inswing similar)
SEE NOTE 1 K 50 z
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INTERIOR EXTERIOR o
VERTICAL CROSS SECTION
6 Outswing shown (Inswing similar)
t:02 16112
LLE: N.T.S.
G. BY. JK
<. BY. LFS
MING NO.:
FL-15210.5
:ET 6 OF 16 f•
FWERIOR
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G ° Outswing shown (Inswing similar) Qm � ov
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23 EXTERIOR K vv E ®° . In LO
24 SEE NOTE 2
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1-1 /4" MIN. 29 40
EMB. (TYP.)
1-1/4'MIN. - _ w w o
EMS. (TYP.) A — C ^ m
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION e D`
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7 Shown w/ I sub -buck 7 Shown w/ IX sub -buck w w w
Outswing shown (Inswing similar) Outswing shown (Inswing similar) o 0 0
n a a d
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SEE NOTE
n n m
EXTERIOR INTERIOR
M N Z [01
NOTE DAM 02/16/12 z
scA E �4� VERTICAL CROSS SECTION N.T.S.
1. Spacing for item K: C' from each end 7 Shown w/ 1 X sub -buck DWG. BY: JK m'
and at centerline. (3 Total) ` Outswing shown (Inswing similar)
2. Sidelite assembly screws located CHK. BY: LFS 3
N' from top and bottom then 5 more DRAWING NO.: �
equally spaced (7 total). FL-15210.5 0
SHEET 7 OF 16 0
3
INTERIOR
EXTERIOR
o I 1 HORIZONTAL CROSS SECTION
o $ Shown Direct to Masonry
Outswing shown (Inswing similar)
x
NOTE
1. Spacing for item K: 6' from each end
and at centerline. (3 Total)
a 2. Sidelite assembly screws located
° 6" from top and bottom then 5 more
equally spaced (7 total).
Irv. . r1 ,
2 HORIZONTAL CROSS SECTION
$ Shown Direct to Masonry
Outswing shown (Inswing similar)
r3-� VERTICAL CROSS SECTION
$ Shown Direct to Masonry
Outswing shown (Inswing similar)
® r®
SEE NOTE 7
EXTERIOR �� INTERIOR
�� VERTICAL CROSS SECTION
$ Shown Direct to Masonry
Outswing shown (Inswing similar)
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WING NO.:
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Tr 8 OF 16
EXTERIOR INTERIOR J. C3 M
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EXTERIOR INTERIOR INTERIOR EXTERIOR
EXTERIOR INTERIOR m
50
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8 40 30 31 32 SEE NOTE 1 K 6
36 37 38 SEE NOTE 1 K 33 34 N N N
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9 Inswing configuration w 9 Outswing configuration NOTE 9 Inswing configuration SCALE: N.T.S.
DWG. BY: JK m
1. Spacing for item K: 6' from each end CHK. BY: LFS 3
and at centerline. 3(Total) DRAWING NO.: �
m
FL-15210.5 0
SHEET _L OF 16
Notes:
1. Spacing for item L: 6' from ends and 5 more
equally spaced along sidelite (7 total).
2. Spacing for item L: 3' from each end.
MAX.
w MIN. y
1
EXTERIOR INTERIOR
r VERTICAL CROSS SECTION
10 Shown Direct to Masonry
Outswing only w/ 6-9/16' jamb
1-1/4"MIN. EXTERIOR
r--r EMB. (TYP.)
1_ HOVIONTAL CROSS SECTION
1 O Shown Direct to Masonry
Outswing only w/ 6-9/16"jamb
'
40
MAX.
MIN.
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10 Shown Direct to MasorxY
Outswing ony w/ 6 9/16 jamb
EXTERIOR
SEE NOTE 1 F-�I-1-1/4" MIN.
EMB. (TYP.)
�HORIIONTAL CROSS SECTION
10 Shown Direct to Masonry
Outswing only w/ 6-9/16' jamb
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C. BY: LFS
ANG NO,
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FL- 15210.5
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HOPPE MULDPOINT LOCKSET
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MANUAL RAISED TONGUE GEAR SYSTEM
LA'CH AND DEADBOLI SIRIKE PLATE
Tongue system
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SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-15210.5
SHEET 11 OF 16
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DATE: 02 16112 i
SCALE. N.T.S. °
Owc. BY. JK m
ENDURA TRILENNIUM 3000 STRIKE JAMB DETAIL CHK. BY; LFS 3
3 pt. Lock DRAWING NO.: �
N
FL-15210.5
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SXEEf 12 OF 16 N
V
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4" (TYP.) 4" (TYP.) 4" (TYP.)
8" (TYP.) 8" (TYP.) 8" (TYP.) z° *r 0`
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& JAMBS
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a CONCRETE ANCHOR NOTES: o 0 0
1. Concrete anchor locations at the comers may be adjusted to maintain the min. `z
gedge distance to mortarjoints. o -
2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to
- maintain the min, edge distance to mortar joints, additional concrete anchors N N Q
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. m
z3. Concrete anchor table: n N ^ Z.
a DATE: 0217 6112 z
SCALE: N.T.S.
3
DWG. ft JK m
c fCHK.er: LFS G NO, � —15210.5 n 13 OF 16
v
ANCHOR ANCHOR:. . MIN. MIN. CLEARANCE MIN.
_ D
_
TYP. HEAD
&JAMBS
MULLION
SHOWN FOR
REF.
CLEARANCE
TYPE
SIZE .
EMBEDNIENi
TO MASONRY
0 ADJACENT-
-.
>
EDGE-
ANCHOR
ITW ®
1/4"
1-1/4"
2"
4"
TAPCON
ELCO ®
1 4"
/
1"
N.
ULTRACON
SEE HINGE
DETAIL (TYP.)
3' N•t o m n
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SEE HINGE
I I ( I I • l I I 1 I I (T 1 1 I°u 0 m
(TYP.TYP.) -TYP..... 31m
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TYP. o a L 2X BUCK 'o -o E `o z
MULLION to m a G 1XBUCK TYP. MULLION m �a
DIRECT TO
L 2X BUCK - - D MASONRY - -
TYP. HEAD
G 1 X BUCK &JAMBS
DIRECT TO 6-9/16"JAMB N o
DIRECT TO
6-9/16" JAMB N p�
D MASONRY o
TYP. HEAD & JAMBS MASONRY '� DIRECT TO a H z
JAMB TYP. MASONRY E En ag m
(TYP.) v CJ - I - JAMB (TYP.) Li Ld C � w w
A
(SEE SHEET 10) ^ o D nP (SEE SHEEP 10) o aGO a LL
J- SILL Of
0
0
a a
g HINGEJAMB FRAME ANCHORING
N OX
'o CONCRETE ANCHOR NOTES:
a 1. Concrete anchor locations at the comers maybe adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
ii maintain the min. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
0 3, Concrete anchor table:
ANCHOR
ANCHOR
'MIN.
`MIN CLEARANCE
MIN. CLEARANCE:
TYPE
SIZE
EMBEDMENT
., TO MASONRY
TOADJAGE T
•EDGE
' ANCHOR
ITW ®
2"
4"
TAPCON
ELCO
4"
ULTRACONe
ITW ®
3/16"
1.1/4"
AS SHOWN
1.1/2"
TAPCON
0
n WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 516' edge distance, I"end distance, & I"o.c. spacing of
nwood screws to prevent the splitting of wood.
J
STRIKE MULLION HINGE MULLION
28 58
58
D 27
LATCH AND DEADSOLT
Details
FRAME ANCHORING
OXO
HINGE DETAIL
Inswing
DIRECT TO
MASONRY
1 X BUCK
2X BUCK
STRIKE MULLION
HINGE DETAIL
Outswing
DIRECT TO
MASONRY
1 X BUCK
2X BUCK
DATE: 02116172
SCALE: N.T.S. `
DWG. BY: JK o
CHK. BY: LFS 3
DRAWING NO.: D
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FL-15210.5
SHEET' 74 OF 16 D
Z
4.56" 4.6" — 4.56"
2" J o ;Rt�r o A" n
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I f--2.44!' 2.13' � � �7jI��% f�� �`�` Z. aD 3,
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�� OUTSWING THRESHOLD �ZOL1ISWING SIDELITEADAFTER § o a x Z o
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°L DLP (QOSH) $� Columbia (575) NCI
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5.62" — — 5.63"
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0.57'
33 OUTSWING fHRESHDID ,o INSWINGTIIRESHOLD WEATHERSTRIP
Endura (2Serias) �f okrmbla E ura Force 5 �1 DOOR BOTTOM SWFEF
— - — 5.625" 4.56"
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N El nw^z
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T SCALE: N.T.S.
�,11NSWIN TLIRJ HOLD (k INSWING THRESHOLD ADA THRESHOLD DWG. aY: JK
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DRAWING No.-
FL- 1 5210.5
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DAre: 02/ 16/7 2 i
SCALE: N.T.S. °
DWG. BY: JK m'
CHK. BY: LFS 3
DRAWING NO.: �
FL-15210.5 N
0
SHEET 16 DF 16 N
BILL OF MATERIALS
ITEM 8
DESCRIPTION
MATERIAL
A
1 X BUCK SG >= 0.55
WOOD
B
2X BUCK SG >= 0.55
WOOD
C
1 /4" MAX. SHIM SPACE
_
D
1 /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
G
3/16" x 3-1 /4" PFH ITW CONCRETE SCREW
STEEL
I
1 /4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
J
i /4" X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW
STEEL
K
1 /4" X 2-1/4" ITW CONCRETE SCREW
STEEL
L
#10 X 2-1/2"PFH WOOD SCREW (1.15"MIN. EMBEDMENT)
STEEL
M
3/16" X 2-1 /4" ITW CONCRETE SCREW
STEEL
N
3/16" X 2-3/4" ITW CONCRETE SCREW
STEEL
1
POLY FIBER JAMB
COMP. /VINYL
2
FINGER JOINTED PINE FRAME
WOOD
7
WEATHERSTRIP
FOAM
8
DOOR BOTTOM SWEEP
VINYL
9
4" X 4"BUTT HINGE
STEEL
11
#9 X 3/4"PFH WOOD SCREW
STEEL
22
3 POINT'TONGUE" MULTIPOINT LOCKSET (Mfg. BY HOPPE)
STEEL
23
MULTIPOINT STRIKE PLATE (TONGUE SYSTEM)
STEEL
25
LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM)
STEEL
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT STRIKE PLATE (SECURITY)
STEEL
29
ADA THRESHOLD
ALUM
30
OUTSWING TH�'SHOLD
ALUM/WOOD
ALUM/WOOD
31
OUTSWING TH�ESk�' LID
32
OUTSWING THRESHOLD
ALUM/WOOD
33
OUTSWING THRESHOLD
ALUM/COMP
34
OUTSWING THRESHOLD
ALUM/WOOD
35
_
OUTSWING SIDELITE ADAPTER
VINYL
36
INSWING THRESHOLD
ALUM/COMP
37
INSWING THRESHOLD
ALUM/WOOD
38
INSWING THRESHOLD
ALUM/COMP
39
INSWING SIDELITE ADAPTER
VINYL
40
DOOR PANEL -SEE DOOR PANEL DETAILSHEET FOR CONSTRUCTION DETAILS
-
50
SIDELITE PANEL -SEE SIDELITE PANEL DETAIL SHEET FOR DETAILS
-
55
#10 X 1-1/2"PFH SCREW
STEEL
57
BACKING PLATE
STEEL
58
#8 X 7' PFH WS
STEEL
60
MULTIPOINTSTRIKEPLATE
STEEL
62
ENDURA TRILENNIUM 3000 LOCK ASSEMBLY
STEEL
88
2X REINFORCEMENT SIG >= 0.55
WOOD