HomeMy WebLinkAboutProduct Approval; Swinging Exterior Door Assemblies6/28/2021 Florida Building Code Online
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Product Approval Menu > Product or Application Search > Application List > Application betall
FL #
FL17184-R8
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
l
Product Manufacturer
Plastpro Inc. / Nanya Plastics Corp.
Address/Phone/Email
5200 W CENTURY BLVD.
LOS ANGELES, CA 90045
(440) 969-9773 Ext 16
rickw@rwbidgconsultants.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
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
I-
--j Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, RE.
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 FL17184 R8 COI (e) Certificate of Independence.bdf
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA101/I.S.2/A440 2005
ASTM E1886 2005
ASTM E1886 2002
ASTM E1996 2002
ASTM E1996 2006
ASTM E1996 2005
ASTM E330 2002
ASTM E331 2000
TAS 201,202,203 1994
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Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
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Florida Licensed Professional Engineer or Architect
FL17184 R8 Eauiv of Standards b) pdf
Method 1 Option D
07/21/2020
08/12/2020
08/22/2020
10/13/2020
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FL #
Model, Number or Name
Description
17184.1
a. Fiberglass Door
"Impact" Fiberglass Glazed Single Door with or without
Sidelite(s) (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
FU7184 R8 II (.C) Inst 17184.1.E
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 17184.1 for any additional use limitations,
FL17184 R8 AE Eval 17184.1.pdf
installation Instructions and product particulars.
Created by Independent Third Party: Yes
17184.2
b. Fiberglass Door
"Impact" Fiberglass Glazed Double Door 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
FL17184 R8 II (c) Inst 77184.2.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 17184.2 for any additional use limitations,
FL17184 R8 AE (c Eval 17184.2.odf
installation instructions and product particulars.
Created by Independent Third Party: Yes
17184.3
c. Fiberglass Door
"Non -Impact" Fiberglass Glazed Single Door with or without
Sidelite(s) (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
FL17184 R8 II (c) Inst 17184.3.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 17184.3 for any additional use limitations,
FL17184 R8 AE fEval 17184.3.pdf
installation instructions and product particulars.
Created by Independent Third Party: Yes
17184.4
d. Fiberglass Door
"Non -Impact" Fiberglass Glazed Double Door 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
FL17184 R8 II (_q) Inst 17184.4.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 17184.4 for any additional use limitations,
FL17184 R8 AE (Q) Eval 17184.4.p
installation instructions and product particulars.
Created by Independent Third Party: Yes
17184.5
e. Fiberglass Door
"Impact" Fiberglass Opaque Single Door with or without
Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing
Configurations up to Nominal 68 in Height
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17184 R8 II fc) Inst 17184.5.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, RE. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
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6/28/2021
Florida Building Code Online
v
Other: See INST 17184.5 for any additional use limitations,
FL17184 R8 AE (Eval 17184.5.pd
installation instructions and product particulars.
Created by Independent Third Party: Yes
17184.6
f. Fiberglass Door
"Impact" Fiberglass Opaque Double Door 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
FL17184 R8 II (e) Inst 17184.6.f
Approved for use outside HVHZ: Yes
Verified By: Lyndon F Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 17184.6 for any additional use limitations,
FL17184 R8 AE (e) Eval 17184.6.�df
installation instructions and product particulars.
Created by Independent Third Party: Yes
17184.7
g. Fiberglass Door
"Impact" Fiberglass Opaque Single Door with or without
Sidelite(s) (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
FL17184 R8 II (g) Inst 17184.7.Ddf
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 17184.7 for any additional use limitations,
FL17184 R8 AE fe) Eval 17184.7.pd
installation instructions and product particulars.
Created by Independent Third Party: Yes
17184.8
h. Fiberglass Door
"Impact" Fiberglass Opaque Double Door 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
FL17184 RS II (e) Inst 17184.8.Dsif
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 17184.8 for any additional use limitations,
FL17184 R8 AE (Q) Eval 17184.8.pdf
Installation instructions and product particulars.
Created by Independent Third Party: Yes
17184.9
1. Fiberglass Door
"Impact" Fiberglass Glazed Single Door with or without
Sidelite(s) (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
FL17184 R8 II (e) Inst 17184.9.Ddf
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 17184.9 for any additional use limitations,
FL17184 R8 AE (e) Eval 17184.9.pdf
installation instructions and product particulars.
Created by Independent Third Party: Yes
17184.10
j. Fiberglass Door
"Impact" Fiberglass Glazed Double Door 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
FL17184 R8 II (e) Inst 17184.10.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 17184.10 for any additional use limitations,
FL17184 R8 AE (e) Eval 17184.10.pd
installation instructions and product particulars.
Created by Independent Third Party: Yes
17184.11
k. Fiberglass Door
"Non -Impact" Fiberglass Glazed Single Door with or without
Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing
Configurations up to Nominal 7'0 in Height
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17184 R8 II (e) Inst 17184,11.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 17184.11 for any additional use limitations,
FL17184 R8 AE (e) Eval 17184.11.Ddf
installation instructions and product particulars.
Created by Independent Third Party: Yes
17184.12
I. Fiberglass Door
"Non -Impact" Fiberglass Glazed Double Door with or without
Sidelites (XX or OXXO) Outswing/Inswing Configurations up to
Nominal 7'0 in Height
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17184 R8 II (e) Inst 17184.12.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
https:/lfforidabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvCo3EapillBW4u90%2bpvEjL3sPPp%2fPOTtbM%2fhlzP5GXxA%3d%3d 3/5
6/28/2021
Florida Building Code Online
Other: See INST 17184.12 for any additional use limitations, I FL17184 118 AE (e) Eval 17184.12.Ddf
installation Instructions and product particulars. Created by Independent Third Party: Yes
17184.13
m. Fiberglass Door
"Non -Impact" Fiberglass Opaque Single Door with or without
Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing
Configurations up to Nominal 7'0 in Height
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL17184 R8 II (e) Inst 17184.13.pd�
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 17184.13 for any additional use limitations,
FL17184 R8 AE fe) Eval 17184.13.pdf
installation instructions and product particulars.
Created by Independent Third Party: Yes
17184.14 n. Fiberglass Door "Non -Impact" Fiberglass Opaque Double Door with or without
Sidelites (XX or OXXO) Outswing/Inswing Configurations up to
Nominal 70 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 IRS II le) Inst 17184.14.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 17184.14 for any additional use limitations, FL17184 R8 AE (e Eval 17184.14,
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.15 o. Fiberglass Door Impact" Fiberglass Glazed Single Door with or without
Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing
Configurations up to Nominal 70 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R8 II (e) Inst 17184.15.p_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 17184.15 for any additional use limitations, FL17184 R8 AE (g)_Eval 17184.15.pdf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.16 p. Fiberglass Door Impact" Fiberglass Glazed Double Door with or without
Sidelites (XX or OXXO) Outswing/Inswing Configurations up to
Nominal 7'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R8 II (e) Inst 17184.16.Ddf
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 17184.16 for any additional use limitations, FL17184 R8 AE (e) Eval 17184.16.pdf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.17 q. Fiberglass Door Impact" Fiberglass Opaque Single Door with or without
Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing
Configurations up to Nominal 7'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R8 II fe) Inst 17184.17 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 17184.17 for any additional use limitations, FL17184 R8 AE (e) Eval 17184.17.pdf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.18 r. Fiberglass Door Impact" Fiberglass Opaque Double Door with or without
Sidelites (XX or OXXO) Outswing/Inswing Configurations up to
Nominal 7'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R8 II (g) Inst 17184.18.Ddf
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 17184.18 for any additional use limitations, FL17184 R8 AE (e) Eval 17184.18.pdf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.19 I s. Fiberglass Door "Non -Impact" Fiberglass Glazed Single (Steel Reinforced Stiles)
Door with or without Sidelite(s) (X, OX or XO, OXO)
outswing/Inswing Configurations up to Nominal 8'0 in Height
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Installation Instructions
FL17184 R8 II (e) Inst 17184.19.Ddf
Verified By: Lyndon F. Schmidt, RE. 43409
Created by Independent Third Party: Yes
Evaluation Reports
https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvCo3EapillBW4u90%2bpvEjL3sPPp%2fPOTtbM%2fhlzP5GXxA%3d%3d 4/5
6/28/2021 Florida Building Code Online
Other: See INST 17184.19 for any additional use limitations, FL17184 R8 AE (e) Evai 17184.19.pdf
Installation instructions and product particulars. I Created by Independent Third Party: Yes
17184.20 t. Fiberglass Door Non -Impact" Fiberglass Glazed Double (Steel Reinforced
Stiles) Door 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 FL17184 R8 II (e) Inst 17184.20.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 17184.20 for any additional use limitations, FL17184 R8 AE (e) Eval 17184.20.pdf
installation instructions and product particulars. Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. CSRy,�oht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statemen
Under Florida law, email addresses are public records. If you do not want your a -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 mall. 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:
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W. W. Schaefer Engineering & Consulting, P.A. (CA #6809)
7480 l 50 Court North
Palm Beach Gardens, FL 33418
Phone (561)744-3424
ENGINEER'S EVALUATION REPORT #WWS-225
Prepared for:
Palm City Millwork, Inc.
3313 S.W. 42nd Ave.
Palm City, FL 34990
Phone: 800-273-5598
Prepared by:
Warren W. Schaefer, P.E.
Florida Professional Engineer #44135
Manufacturer:_ Palm City Millwork, Inc.
Product Category: Doors
Evaluation Method: 1-D (Engineer's evaluation)
Product model & name: 10 Foot Wood Out -swing Impact French Doors
Documents that must accompany this report:
1. W. W. Schaefer Engineering & Consulting drawing No. 1470A
Door size restrictions and assembly requirements:,
See drawing No. 1470A
Maximum allowable design pressure:
See drawing No. 1470A
Installation requirements:
See drawing No. 1470A FL 10445.2
Code compliance:
Code section(s) considered with this evaluation:.
FBC Chapters 17 & 24
Wood Coatings:
All wood members shall be of an approved durable species or be treated in an approved
method with an approved preservative per applicable codes and standards.
Mullions:
Mullion conditions stated in this approval have been tested in accordance with TAS-201,
202 & 203 and meet the requirements of FBC.
Test Standards applicable to the testing of these doors:
TAS-201, 202 & 203
Test Laboratory: Hurricane Test Laboratory, Inc.
Test report numbers: 0067-1014-06
General report notes & system limitations:
1. All size & installation conditions shown in this report and the referenced drawing No.
1470A are based off the referenced test reports and/or engineering analysis in accordance
with the Florida Building Code.
2. Doors shall be constructed in accordance with the descriptions in this report, and the
manufacturer's state approved quality assurance entity specifications.
3. This product is approved for use in & outside of the High Velocity Hurricane Zones
(HVHZ).
4. Job required design wind pressure shall be calculated in accordance with the Florida
Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other
Structures (0.85 directionality factor may apply per the current ASCE 7 standard).
5. These doors are both small & large missile impact rated for use in wind zone 4 & missile
level "D" locations and need not be shuttered.
Quality Assurance Entity: Architectural Testing, Inc. (ATI)
JAN 0 8 2015
Warren W Schaefer, P.E.
Florida YE.444135
THIS PRDDwr H45 BEEN TFSLED, AVAmED & APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE
mgARtc OESI^.N PRESSURE TABLE(S)'
OPENINGS, BUCIOAL & 13UDUNG FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TD TRANSFER WIND LOADS 70 THE
UCTURE
ALL HAROWARE & FASTENERS SIWL BE IN ACCORDANCE WITH THESE DRAWINGS & SHILL NOT VAR! UNLESS SPECGLFJULY
TONED ON THE DRAWINGS SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEM'ID WALL FISH OR STUCCO.
THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WAND MEETS THE REQUREMEMS OF THE FLORIDA. SUILDNG CODE
c)) INCLUDING HIGH VELOCITY HURRICANE ZONES lLL & IS LARGE MISSILE IMPACT R47M
UIPACT SNIFTERS ARE NOT REOMRED WITH THIS PRODUCT.
ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED DUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTED(
tROSON CAUSED BY THE PRESSURE TREITING CHEMICALS N 7HE WOOD.
DETERMINE THE POSITNE & NEGATIVE OESU.*1 LEADS TO IISE WHEN REFERLNCNC THESE DDCUMENES N ACCORDANCE WITH THE
OUTING CODE AM GOVERNING WIND CRY VELOFOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDW
IF, A DRWRO.YAUIY FACTOR OF Xd > OM MAY BE APPLIED PER THE ASCE-7 STANDARD.
MATERIALS. INCGIDNG BUT NOT LIMIRD TO STEEL SCREWS. THAT COME DIM CONTACT WITH DINER DLMWIAR MATERIALS SHAU
T THE REQUIREMENTS' OF FLORIN STRONG CODE.
TO THE BEST OF MR
R X1.'DWLEOCE THE PRODUCT SHOWN HEREIN IS GUAM ASSURED BY A FLORIDA, STATE APPROVED
DULCAIRIN/GA ENRP! & SHALL BE LABELED N ACCORDANCE WITH THE FBC AND THE FUDROA DFPAREMENf OF BUSINESS &
1FEAl0.NAL REGULATION SPECIFICATIONS. THOSE DRAWNGS SLOW ALL APPLICABLE D"TON, COMBINATION. INSTALLATION &
JPARATNE ANALYSIS CONDIIIDIS AS DERMANED THROUGH Tb'iVIS & ENGRI IING NATIONAL ANALTS& PRODUCT ASSEMBLY
CEEB FCAMNN OF THIS ANCE J AWL BE 6 SER 0 VOID IF IT u NSSIALLUALITY m WITHOUT A BUILDING P�EIOW & TESTING REPORTS.
HE ORfS
'UCA8UE LOCAL BUILDING DEPARTMENT OR IF IT IS INSIALLFD BY ANYONE OTHER THAN A UCEIM CONTRACTOR FXPERIENCED
H INSTALLATIONS OF THIS TYPE OF PRODUCT.
ALL WOOD UORDRS OF THIS PRODUCT THAT MAY PDWSLY COME IVTO CONTACT WITH MASONRY OR CONCRETE SUBSTRATES,
SIIBIECf 1O UDISTRRE &/OR ARE SUBJECT TO THE OUTSIDE DMRONMENT SHA L BE OF AN APPROVED DURABLE SPBGES OR
TREATED IN AN APPROVED METHOD WITH AN APPRWED PRESERVATIVE PER FBC REOUREMON".
,a&oWo AO • F �^M= VERTICAL & HORIZONTAL MEMBERS ARE SQUARE CUT & BUTTED TGGMIRL THE VERTICAL
JEERS ARE MECHANICALLY ATIACHM TO THE HEAD MEMLBER USING FOUR(4) NO. 10 X 2 1/2° SS WOOD SCREY75. AND
W SEALED USING DOW 1199 OR DOW 90 SEALANT.
AROLV HEAD FRMK_ CORNERS• VERNAL & HORRONIAL MEMBERS ARE MITERED. BUM TOGETHER AND GLUED WITH
NKUN WOOD GLUE THE VERTICAL MEMBERS ARE MECHWICALLY ATTACHED TO THE HEAD MEMBER USING TWO(2) ND. TO X 2
e S.S. WOOD $CFO& THE WAD MEMBER IS LTZHIVOCALLY ATOCHEO TD THE VFROCN. MEMBERS USING Mmm(3) No. 10
L 1/Y S.S. WOOD SM45. A 20 GA X 3 1/8' X 7' GALV. SMPSON STRONG 71E STEEL PLATE 6 QUEERED ON BOTH
EC EERS & MHAIBCAU.Y ATTACHED WRH SDIEEEI(15) NO. 6 X 3/4" S4L PAN HEAD WOOD SCREYS (B SCREWS EACH SIDE
JOINT)_ EACH CORNIER IS SM.ED USING DOW 1199 OR DOV 995 SFAWd.
'�RDLIW .OFI� 11t VE�ORN m vE1mGL & FORRONOLL UExMBQIS ARE SQUARE CUE, OADD CUE (1/e X 1' DEEP).
LOVED AND GLUED TOGETHER WITH 1/4' X 4' X Y PLYNOOD AND GLUED NTH FRANKLN WOOD UWE A 20 GA. X 3 1/B' X
CAW. SMPSON SIRD% TB STEEL PLATE 15 CENTERED ON BOTH MEMBERS & MECHANICALLY ATTACHED WON SME4L(16)
. B X 3/4' S5. PAN HEM WOOD RREVS (B SCREWS EACH SIDE OF JOND. EACH COR14ER 6 SEVED ISNG DON 1199
OOW 9 SEAIANL
1h'DARO SILL CORNERS Ehy9-AQA1: VERTICAL & HORIZONTAL MEMBERS ARE SQUARE CUT & BUTTED TOGETITIL THE VERTICAL
MBERS ARE MECHAVMJJLY ATAACHED To IM SILL USING TWO(2) NO. 10 X 2 1/Y S.S. WOOD SCREWS. EACH CORNER IS
U.M USING Sk%TD SILICONE SFALAUT
A3•11L IVRNERS`. vERDW. & FORRONTAL MEMBERS ARE SQUARE CUT & BUTTED TOGETHER AND SEAM USNG SASHCO
raN S u AHr
CTANrXe.R & EYEB4rt.V P RAG F CORNERS MORTISED & 70MM (1/T THICK X 1 7/8' DEEP X 3' TALL) AND
LIED WITH FRAWQRM INTERNATIONAL MULTIBOND-2000 WOOD GLUE
LF-REDO 1 B3¶ /SIT F ns RNlRS: NDRTKM & TENDNED (1/2' TIM X 2 3/4' DEEP X 4' TALL) AND GLUED WITH
ANIGNN DJf GNAT LOLFWND-2D00 MOD GLUE
TTOM RAIL/!:1Rf CORNERS+. MORTISED At TENONED (1/2' THICK X 1 7/8' OMP X 6 3/8' TALL) AND GLUED WITH FRANKUN
OF
SHAPES CONSIDERED AS
PART OF THIS APPROVAL
'H�� a 0 n
SIIlGIE HALF SWGLE SU,'GLE SNG1E OUAR18t
ROUND EYEBROW RECTANGULAR ROUND
DOUBLE HALF aDUBLE DOUBLE
ROUND EYEBROW RECTANGULAR
NOTES:
1. OTHER SHAPES MAY APPLY PRWIDNG THEY ARE
SIMILAR TO THOSE SHOWN & HAVE CORNER
CONSTRUCTION AS DESCRIBED ON THIS SHEET.
2. AIL SHAPED UNNS MUST FIT INSCRIBED INTO THE
ALLOWABLE RECTANGULAR UNITS & BE GUMUM BY
THE ALLOWABLE PRESSURE OF THE RESPECM
RECTANGULAR UNIT.
HINGE REQUIREMENTS
FRAME
MIN. #
HEIGHT
OF HINGES
ABOVE 98 1/4"
5
98 1/4" & BELOW
4
ND • FOR HINGE REQUIREMENTS. THE ?NX.
FRAME HEIGHT' IS CONSIDERED 70 BE FULL
FRAME HEIGHT FOR RECTANGULAR ONO OR
DISTANCE FROM THE BASE OF FRAME TO FRAME
SRLNGUNE FOR SWED UNITS
ON -
HUNG SPECIFIED FEltE-N IS CURRENT WITH ALL CURRENT TE57NG, CODES IWD APPLICABLE STANOUROS. I
FRAME ANCHOR REQUIREMENTS TABLE
LOCK NOTE: ELEVATIONS SHOW ACTIVE
PANELS WITH MULTI -POINT LOCK
� SINGLE LOCK & A
SYSTEM WITH FLUSH BOLTSS ALSLSOLT
O
APPLIES TO ACTIVE PANELS PROVIDING
REQUIRED DESIGN PRESSURE DOES
NOT EXCEED +/- 55 PSF.
OPENING TYPE
(SUBSTRATE)
FRAME/CUP TO OPENING
FASTENER TYPE
MINIMUM
EMBED
MINIMUM
EDGE DIST.
FRAME SCREWS & HEAD STRIKE SCREWS
2X4 WOOD FRAME OR BUCK
(MIN. GR. 3 & G=0.55)
N0. 10 SAPS OR WOOD S CREW
1 1/4"
3 4"
/
18 GA. 33 KSI METAL STUD
NO. 10 GR. 5 SELF TAP/DRILL SCREW
FULL
1/2°
ALLOWABLE DESIGN PF
AIN. 1/8" THK A36 STEEL
NO. 10 GR. 5 SELF TAP/DRILL SCREW
FULL
1/2'
1/8' THK 6063-T5 ALUM.
N0. 10 GR. 5 SELF TAP/DRILL SCREW
FULL
1/2'
ACTIVE PANEL INACTIVE PANEL 8
LOCK SYSTEM LOCK SYSTEM
(2) MIN. C-9D CMU
(1) 1/4" CONCRETE SCREW
1 1/4"
2"
RECTANGULAR SINGLE & DOU
SHAPFn SIN('I F A, MI IRI
2500 PSI CONCRETE
(1) 1/4" CONCRETE SCREW
1 3/4-
2"
MIN. 2X4 WOOD FRAME OR BUCK
(MIN. GR 3 & G=0.55)
N0. 8 SAPS SCREW
1 3/8"
1/2"
MIN. 18 GA 33 KSI METAL STUD
NO. B GR. 5 SELF TAP/DRILL SCREW
FULL
1/2'
MIN. 1/87 THK A36 STEEL
NO. B GR. 5 SELF TAP/DRILL SCREW
FULL
1/2"
MIN. 1/8" THK 6053-T5 ALUM.
NO. 8 GR. 5 SELF TAP/DRILL SCREW
FULL
1/2'
(1) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), TIW
RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON 11 (C.S OR S.S.).
(2) CMU SUBSTRATE IS NOT APPLICABLE AT HEAD & SILL.
SEE CORN
CONSTRUCTK)N
DESCRIPTION
ON THIS
SHEET
75 1/4" MAX. FRAME WIDTH
i
I
_
/
STRIKE
PLATE
36 33
25 1/2°
I=
/
MAX. D.LO.
6
/
v
/ INACTIVE
ACTIVE
,
B1
5
OPPOSITE
NOTE: DOORS MAY
30 31 34 35
BE FULLY GLAZED
COCK
AS SHOWN OR
PARTIALLY PANELED.
TYP. FRAME SCREWS/
SEE SHEET 4
OR INSTALLATION
ELEVATION FOR
CLIPS WHERE
PARTIALLY PANELED
SHOWN. SEE "FRAME
DOORS.
ANCHOR
363
REQUIREMENTS
\LOCK
TABLE" ON THIS
SHEET FOR
EQUIREMENTS.
TWO
ADDITIONAL ANCHORS
REQ'D
WHEN DOOR FRAME
HEIGHT
EXCEEDS 98"
_ o
�-- 6' MAX.
aI 6" MAX.
MAX.
6' MAX.
ti
z�1rn
JJ�p M�
J�4M
(_oao
UM�ao
�M¢a
a
O
p
C9 p
Z d0
T
3
;v10
���n
Z
Ira:19n
6" MAX.
F1 ��.0
.8m mo
BLE DOOR & SCALE: 3/4°=1'-0"
E DOOR (�1 •, WHEN ADA SILL IS USED, THESE DOOR UNITS ARE NOT APP
70 PSF 70 PSF FOR USE WHERE WATER INFILTRATION RESISTANCE IS REQUIRED BY
DOOR. UNLESS UNITS ARE INSTALLED IN NON -HABITABLE AREAS V
)R THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRAI
y ruU N/A 70 PSF 70 PSF UNITS SHALL 8E INSTALLED ONLY Al LOCATIONS PROTECTED BY A
MULTI -POINT CANOPY OR OVERHANG WHERE -BY THE OVERHANG(OH) RATIO IS E
ALL DOOR CONDITIONS TO OR MORE THAN 1.0 PER FBC.
SINGLE LOCK CENTER
& DEAD BOLT ACTIVATED FLUSH 55 PSF 55 PSF
WITH FLUSH BOLT
4i
FL 10445.2
OF
38 1/2" MAX.
FRAME WIDTH
1 STRIKE SCREW INTO
SUBSTRATE. SEE "FRAME
ANCHOR REQUIREMENTS TABLE"
ON SHEET 1 FOR SCREW
REQUIREMENTS. (AT HEAD
ONLY) Al
5
\ 3
MTE 29
\ HNGE
\
Bi
\ 5
OPPOSOE
ACTIVE
\
3D 31 34 35
25 1/2'
MAX. D.L.O.
SEE CORNER
CONSTRUCTION
DESCRIPTION ON
SHEET 1
16" MAX.
9--T
I
6
0
0
= J
W �
4
16" MAX.
O.C. :t o
(TYP-)
X
EXTERIOR ELEVATION;
SINGLE OUT —SWING DOOR
SCALE: 3/4"=1'-O"
3 STRIKE SCREWS INTO SUBSTRATE. SEE "FRAME
ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR
SCREW REQUIREMENTS. (AT HEAD ONLY)
6" MAX. 6" I.W.
Al
5
16"
I MAX.
O.C.
//\X20 3633 STRNE
\ PWE
LOCK
51
/ 30 31 34 35 \
LOCK
INACTIVE ACTIVE
_ 25 1/2"
MAX DJ-O.
TYP. FRAME SCREWS
OR INSTALLATION
CUPS WHERE
SHOWN. SEE
\ 'FRAME ANCHOR
t e REQUIREMENTS
\ TABLE' ON SHEET 1
\3 i FOR REQUIRIEMENTS.
I
TWO ADDITIONAL ANCHORS
REQ'D WHEN DOOR FRAME
HEIGHT EXCEEDS 98'
6" MAX. LPL 6" MAX.
75 1/4" MAX. FRAME WIDTH
EXTERIOR ELEVATION:
DOUBLE HALF ROUND OUT —SWING DOOR
SCALE_ 3/4'=1'-O"
16" MAX.
O.C.
(1)?•)
6' MAX-
16'
MAX.
\
O.C.
(TYP.)
'RINGLINE-
2s
\ HNGE
o
C
B1
\ 5
6
ACTIVE \
CJ
32
—
0
0
2
a
ILK
\
1I
16" MAX.
yd d a0
Z J
O.C.
a�
(TYP.)
�gN
25 1/2'
I
MAX. D.L.O.
/
a n
TYP. FRAME SCREWS
E
OR INSTALLATION
z
CLIPS WHERE
SHOWN. SEE
N
'FRAME ANCHOR
REQUIREMENTS
50
coo
TABLE" ON SHEET 1
am m
FOR REQUIREMENTS.
3
zvn
Z5 r
I
/
S
FV�
a
51
ON
�z
�6" MAX.
—T
6" MAX.
38 1 /2' MAX-
FRAME WIDTH
ca5 >
�wW
EXTERIOR ELEVATION:
z:,i
HALF ROUND OUT —SWING
SINGLE
DOOi2
za
SCALE- 3/4"=1'-0"
?;
._ z— •°s.3.
ui
ii
OF
� T
r
ULJ�
m '/Z ^�•
FRAME WIDTH
1/4' OR 1 1/4"
75 1/4- MAX. FRAME WIDTH
1 38 1/2- MAX.
FRAME WIDTH
1/4' OR 1 1/4'
c�
I
I
E
E2
/ INACTIVE
ACTIVE
0
/ \
/ \
O
N
\
/
t
II
ANCHORS AT EACH MULLION END
'
'I � 'I
ADDITIONAL , jc
(1 ADDITIONAL EACH SIDE OF MULLION WHEN 3" MAX, EXTERIOR ELEVATION: �� II�j�II�� 3" MAX,
DOOR FRAME HEIGHT IS 98 1/4" OR LESS;
2 ADDITIONAL EACH SIDE WHEN DOOR FRAME DOUBLE OUT —SWING DOOR WITH SIDELIGHTS
HIEGHT EXCEEDS 98 1/4-) SCALE: 3/4"--V-0"
NM- OXXO DOOR SHOWN. ALL OTHER 4-PANEL CONFIGURATIONS
NOTE: WHEN AN ADA THRESHOLD IS USED WITH THE OF SINGLE/DOUBLE DOORS & SIDELIGHTS ALSO APPLY.
DOOR$, THIS UNCLIPPED MULLION CONDITION SHOWN MAY (FOR ALL DEIAIL NOT SHOWN; SEE INDIVIDUAL UNIT ELEVATIONS)
NOT BE USED. WITH ADA THRESHOLD USE, MULLIONS
MUST BE CUPPED MULLIONS UNDER SEPERATE APPROVAL.
K
U
zWm
0
o
c
a
oZis
�yt 1
O
U t2
naa
a
�a
SEE SINGLE UNIT
ELEVATIONS FOR FRAME
z
ANCHOR REQUIREMENTS
h
& POSITIONS AROUND
1
coo
zm
4 DOORS
S
O
c
ro
o
c� le
a
o
z
Ny �mg
Z
r�
�3v
saw
.F35:'°asaz�.
sxEEr M
3 of 9
3B 1/2" MAX.
FRAME WIDTH
36" MAX. PANEL WIDTH
36" MAX. PANEL WIDTH
36" MAX. PANEL WIDTH
a�ek
o-u
- wns
min,
A2
-
6" MAX.
2 3
/
/25
/ 3
1/2"
25 1/2'MAX.
Z7252-
D.L.O.
MAX. D.L.O.
g>
1
o30
3/4"
PANEL SIZE NOT
TO EXCEED THOSE
z
PANEL SIZE NOT
TO EXCEED THOSE
0
w
S
s
MAX. D.L.O.
SHOWN IN OTHER
a
SHOWN IN OTHER
a
PANEL SIZE NOT
w
B2
B2
ELEVATIONS.
o
ELEVATIONS.
q
TO EXCEED THOSE
SHOWN IN OTHER
cc
-2
6
.6
.OPPOWE
v
B 9
o
9
ELEVATIONS.
O
MIN. 4 1/2"
x
9
0
d
r
MID RAILS
F
�
MID RAILS
/
MIN. 4 1/2"
MID RAILS
rn
zj o
G
_
m
m
o
O
16" MAX.
O.O.
'
,
�En u
X
�
(IYP.) c
a
CIO
c�
TYP. FRAME SCREWS OR —
INSTALLATION CUPS
WHERE SHOWN. SEE
"FRAME ANCHOR
6
z�
REQUIREMENTS TABLE"
ON SHEET 1 FOR
REQUIREMENTS,
g
ag
a
CL li,
li,
UO
a
- 3
4 5LLI � _
_ K �3
83
11
V MAX EXTERIOR ELEVATION: -EXTERIOR ELEVATION:
RAISED PANEL .LOUVERED PANEL
SCALE: 3/4"=1'-0" SCALE 3/4"=1'-0" '
6" MAX. 6" MAX. EXTERIOR ELEVATION:
TONGUE & GROOVE PANEL:=""�
.EXTERIOR ELEVATION• PANEL NOTES SCALE: 3/4'=1'-0"
.SINGLE FIXED PANEL 1) TOP & MID RAILS MAY BE OF ANY CONFIGURATION PROVIDING THE SMALLEST CROSS
SCALE 3/4"=1'-0" SECTION OF RAILS IS EQUAL TO OR LARGER THAN THAT DETAILED 1N DRAWINGS. _• <;�. }:_.,
2) MULTIPLE MID RAIL (BOTH HORIZONTAL & VERTICAL) MAY BE USED WITH THESE PANELS.
3) OTHER PANEL CONFIGURATIONS THAN THOSE SHOWN SHALL APPLY PROVIDING THEY ARE 41 )
�-
SIMILAR IN CONSTRUCTION TO THAT SHOWN ABOVE. :,a r
bf s
4) PANEL ONLY IS SHOWN. FOR INSTALLATION INTO FRAME, SEE OTHER ELEVATIONS. set' Ig45V! aFI
FRAME SCREW PER ELEVATIONS (MAY SUBSTRATE BY OTHERS PER FRAME
BE WHERE SHOWN OR AT STOP) _ ANCHOR REQUIREMENTS TABLE—,l•.
STRIKE :�1� :r�. .;. • t ,; :'L;�
SCREWS PER
ELEVATIONS 3/8" MAX.
SHIM
SEALANT AT EACH
BY OTHERS �>KANCHOR
'SINGLE 1 BY OTHERS
OORS ONLY) 1
20 SASHCO•J
(DOUBLE SILICONE
DOORS ONLY) til 53 SEALANT
FRAME SCREW 3/8" MAX. SHIM I°e
PER ELEVATIONS AT EACH ANCHOR FRAME WIDTH �onm
LUE STOP 7TO JAMB WITH
3/8" MAX FRANKLIN WOOD GLUE 3
SHIM 11 G
AT EACH
ANCHOR
-(444 GLUE STOP- 8 `--<J GLUE STOP -
TO JAMB 51 TO JAMB
ULAR WITH WITH
NLY) 21 3 FRANKLIN FRANKLIN
50 WOOD GLUE SASHCO WOOD GLUE
3 2
3 2
SILICONE
EXTERIOR EXTERIOR SEALANT
BRICK MOLD
IS NOT
= SHOWN BUT SEE GLAZING
w MAY BE USED —� DETAILS ON
SEE GLAZING z IN ADDITION SHOT 7
DETAILS ON SHEET 7 TO ANCHORS /
SHOWN. 1
®
m m
m m
f
®®® f
SEALANT
BY LO
BY RS
FRAME SCREW PER ELEVATIONS (MAY
BE WHERE SHOWN OR AT STOP)
_
44 2 3
0
-
\
i' • . •}:' ,•
•r~•
EXTERIOR
• 0
29
SEE GLAZING DETAILS
ON SHEET 7
z o
SUBSTRATE BY EAIANT BY OTHERS
0
OTHERS PER SECTION
et
z
FRAME ANCHOR
REQUIREMENTS SCALE: 1/2 FULL
5
w
_�
3 N
TABLE
J; Ln 6 j,
Ue7 �m
3/8" MAX. SHIM
FRAME WIDTH
Qa
a
= AT EACH ANCHOR
—
9L
m FRAME SCREW
1
LUE STOP TO JAMB WITH
z
�a
PER ELEVATIONS
FRANKLIN WOOD GLUE
N
$
53
12
o
00
zo
co
co
� m
44 6 7
��B<
~'4.
SEE GLAZJNG
^`
4
Bew
a I N A
51
DETAILS ON
SHEET 7z
o
�� 8!--
G
IF, -mo
1
B3t� M1�a
J.. - - •
/
U 3�
EXTERIOR 51i>3;73
1/4" MAX 1/¢" MAX
SHIM OR SUBSTRATE BY SHIM OR
SUBSTRATE BY OTHERS GROUT OTHERS PER FRAME GROUT
PER FRAME ANCHOR ANCHOR
REQUIREMENTS TABLE SECTION Al FRAME SCREW REQUIREMENTS
SECTION A2 FRAME SCREW
SCALE: 1/2 FULL PER ELEVATIONS TABLE SCALE: 1/2 FULL PER ELEVATIONS
SASHCO SILICONE SEALANT,:.v ` -
SEALANT BY OTHERS w '
SUBSTRATE 1w �? •' >
FRAME ANOTHERS PCHOR SECTION B2\ C5 i.: _
REQUIREMENTS SCALE: 1/2 FULL 5
TABLE
"`saiBi+
5 of
3/8" MAX. SHIM I FRAME WIDTH
AT EACH ANCHOR
1 BRIC
LUE STOP TO JAMB WITH IS �
FRANKLIN WOOD GLUE SHO
SUBSTRATE BY MAY
OTHERS PER 53 SEE GLAZING IN F
FRAME ANCHOR = TO
REQUIREMENTS 11 DETAILS ON SHO
TABLE SHEET 7
FRAME SCREW c { 44 2 3
PER ELEVATIONS .:
(MAY BE WHERE
SHOWN OR AT
STOP)
t 1
30 31 3 34 J
SEALANT BY OTHERS EXTERIOR
SECTION
SCALE: 1/2 FULL 6
IIGLUE ASTRAGAL -ID STILE--' SECTION
WITH FRANKLIN WOOD GLUE SCALF: 1/2 F
2t— SECTION E7
SCALE: 1/2 FULL 6
(FOR DETAIL NOT SHOWN, SEE OTHER
S \
1
EXTERIOR
SEE GLAZING DETAILS
ON SHEET 7
NO' 10 SCREWS WITH
1" MIN. EMBED INTO
MULLION. WITHIN 5" OF
ENDS & 16" MAX. O.C.
EXTERIC
SECTION G
SCALE: 1/2 FULL 6
(LOWERED PANEL)
�— SEE GLAZING
/ DETAILS ON
' SHEET 7
1�
SEE GLAZING
5g EXTERIORTON/—,
DETAILS ON
5 SECTION 0
� SHEET 7 0
SCALE: 1/2 FULL 6 0 �<�W
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) SCALE: 1/2 FULL 6 3 j
(RAISED PANEL) w n
LAMINATED TONGUE &GROOVE PANEL 3/4" N c
ONGLAZING T & G c�nmop
SHEET 7 D ADHERE 2 7/8" MIN. WOOD ¢ C3n¢o
PERIMETER T a=' a
& G TO
FILLER WITH 2 1/4" z
FRANKLIN 3/4" CORE
1 INTERNATIONAL 1
9 MULTIBOND-2000
WOOD GLUE 0 00
CONTINUOUS EXTERIOR o m m
WOOD FILLER 3/4" 0 G7
EXTERI
OR SECTION J MDO T & G 3 z6PLYWlB.
SCALE: 1/2 FULL 6 CORE
OOD WOOD OR
��
2 1/4"
0 F:
3/4' T & G WOOD 3/4" T & G WOOD gy�un o�g
VI
SEE GLAZING-3/4" CORE J �'z ga
DETAILS ON LAMINATED 30
SHEET 7 TONGUE & 33aT
SECTION H MDO PLYWOOD GROOVE PANEL
E 1 2 FULL 6 CORE
SCALE. t"0s1•<<
/ ADHERE PERMMEEEJ ?y-
T & G TO FiLLEft d
(LOUVERED PANEL) EXTERIOR WITH FRANKLINA' c,' o ••'f�
2 8 7 "
/ MULTIBOND-2,00
WOOD MATERIAL MIN. WOOD GLUE ". ;'ti Y' z
USED WITH e c �a
PANELS MAY BE CONTINUOUS y ALTMAHOGANY ERNATE
OR WOOD FILLER
AS OD SPECIES
SECTION K a.
6+ rc
ON SHEET 9 SCALE: 1/2 FULL SHMr No.
(TONGUE & GROOVE PANEL) 6 of 9
� t
i
DOW 995
STRUCTURAL
SILICONE (3
SIDES OF
GLAZING POCKET)
L.1/2" M
SITE
EXTERK)R
SEE GLASS SEE GLASS I
DOW 995
OPTIONS BELOW OPTIONS BELOW DOW 995 STRUCTURAL STRUCTURAL 9 7 5 3
III SILICONE -
SIUCONE (3 SIDES OF KARDOL 2-PART #WOOD
14 15 GLAZING POCKET) EPDXY (3 SIDES GLUE STOP TO
7GLUE
57 OF GLAZING WITH �p�KLIN
POCKET) WOOD GLUE
1/2' MIN_ 1/2" MIN. STOP TO STILE/RAIL BITE B�
WITH FRANKLIN WOOD GLUE 1/2" X 1 1/8" NELS
GLAZING DETAIL
(OVOLO STICKING METHOD)
SCALE: 1/2 FULL
GLASS OPTION 1• 7/16" THICK LAMINATED
GLASS 3 16 AN. 0.075" EASTMAN CHEM.
CO. SAFLEX CP/3/16" AN.)
GLASS OPTION 2: 7/16" THICK LAMINATED
GLASS 3 16 AN. 0.090' DUPONT
SG/3/i6" AN.)
SUBSTRATE BY OTHERS PER FRAN
ANCHOR REQUIREMENTS TABLE
SEALANT-
BY OTHERS
(LOCATE PER
ELEVATIONS)
WOOD BLOCKING. EXTERIOR LAMINATED TO 1/4"
GLUE TO STILE/RAIL PLYWOOD CORE WITH
WITH FRANKLIN FRANKLIN
9 7 5 3 WOOD GLUE INTERNATIONAL EXTERIOR
GLAZING DETAIL 2 MULTIBOND-2000
13/16" X 1 1/8"
WOOD BLOCKING. GLUE
TO STILE/RAIL WITH
FRANKLIN WOOD GLUE
L• 1/2' MIN. BITE
DOW 995 STRUCTURAL
SILICONE OR KARDOL
2-PART EPDXY (3 SIDES
OF GLAZING POCKET)
(BOLECTIAL MOLDING METHOD / 3 IN. WOOD GLUE M N �' 4" CORE
1 4" CORE I 1 3/4- MIN.
SCALE: 1/2 FULL MIN.
GLASS OPTION 1: 7/16" THICK LAMINATED GLASS RAISED- PANEL
(3/16` AN./O.075" EASTMAN CHEM. CO. SAFLEX
CP/3/16' AN.) GLAZING DETAIL 3
GLASS OPTION 2: 7/16' THICK LAMINATED GLASS (OVOLO STICKING METHOD)
(3/16" A4./O.090" DUPONT SG/3/16" AN.) SCALE: 1/2 FULL
CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X_ BUCK
INSTALLATION CUP SCREWS TO BE MIN. 3 1/2" DEEP (NOT REQUIRED WHEN SHIM SPACE
PER 'FRAME ANCHOR IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS).
QUIREMENTS TABLZE"iDE
TOTAL; 1 PER SI)
e" MAX -SHIM TO EACH -)
CUP j ....._.-
BY
OTHERS
•' `'T' SUBSTRATE BY OTHERS
PER 'FRAME ANCHOR
REQUIREMENTS TABLE"
ON SHEET 1 11/16" MIN.
2 1/8" MIN. LOUVERED PANEL 1 I
Z/ WOOD MATERIAL GLAZING DETAIL 5
FRAME/STRIKE SCREW PER USED WITH (LOUVERED PANEL)
N0. 8 X 3/4" EXTERIOR ELEVATIONS & "FRAME PANELS MAY BE SCALE: 1/2 FULL
SMS (2 PER CUP) ANCHOR REQUIREMENTS MAHOGANY OR
OPTIONAL DIRECT MOUNT DETAILHEET 1 ALTERNATE Sow sss
OPTIONAL CLIP MOUNT DETAIL
WOOD SPECIES STRUCTURAL
OR
FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS AS SPECIFIED SILICONE -
PART
(HE -AD EPDXY SIDES
D SECTION SHOWN, SIDES AND SILL SIMILAR) TO SUBSTRATE WITH SPACER ON SHEEP 9 L
(HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME) (
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) OF GLAZING
_EXTERIOR POCKET)
40 N0. B X 1 1/2" S.S. WOOD EXTERIOR
1/4" MAX SCREWS WITHIN 6 OF
5 4 SHIM OR CORNERS & 12' MAX. O.C. -
O GROUT 27 3/4' T & G _
WOOD
RAISED PANEL
GLAZING DETAIL 4
(BOLECTION MOLDING METHOD)
SCALE 1/2 FULL
DOW 995
STRUCTURAL
3 5 7 9
SILICONE OR
EPDXY (3 SIDES
KARDOL 2-PART:VTO
MIN. BITE
OF GLAZING
T
POCKET)
I
LOWER PANELS ADHERI
2"/4`
PLYWOOD CORE WITH
EXTERIOR I {'� ` FRANKLIN INTERNATIONAL
r 4 7 u 1 MULTISOND-2000 WOOD GLUE
3/4` MOO
PLYWOOD CORE
5/8" MIN. BITE
1 1 rLI YVVVLja l.4'71
ADA THRESHOLD MAY 39 SEA
NOT BE USED WITH
MULLED UNITS UNLESS GLAZING DETAIL —a r^
FRAME ANCHOR (TONGUE & GROOVE PANEL) s
SUBSTRATE BY OTHERS PER ELEVATIONS A CLIPPED MULLION SCALE: 1/2 FULL
PER FRAME ANCHOR QPTIONA ADA THRESHOLD D UNDER SEPERATE
REQUIREMENTS TABLE APPROVAL IS USED OPTIONAL THRESHOLD CAP DETAIL
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
Ita
wa
zs E-ti
z� 2d#
wa ��
fe-
z
jai
0 2.;2,
NN 1.2
3i o3
34
ram• .1. vy :J..
we
SHEET NO.
7 a 9
I� 5.250 -+-r 5.250 MIN. -� �--- 5.250 MIN_ -+
L 1.125
i 2.250 2.250
Ol JAMB
O2 TOP RAIL & STILES O3 TOP RAIL & STILES
(USED WITH OVOLO STICKING METHOD) (USED WITH BOLECTION MOLDING METHOD)
8S00 MIN.
® SILL RAIL
(USED WITH OVOLO STICKING METHOD)
8.500 MIN. 2756 MIN. 2.756 MIN. 4.500 MIN.
2.250 2.250 2.250 2-250
1 F: r
SILL RAIL O6 STILE (FIXED O7 STILE (FIXED MID -RAIL
(USED WITH BOLECTION MOLDING METHOD) UNITS UNITS (USED WITH OVOLO
(USED WITH OVOLO (USED WITH BOLECTION STICKING METHOD)
STICKING METHOD) MOLDING METHOD)
�--- 4.500 MIN.
T
P: -- 2.250
i
9 MID -RAIL
(USED WITH BOLECTION MOLDING METHOD)
5.250 --, � I^ 2.250 --1 2.625 ----� � 1.750 0.875 1.Ll
0.625
1.250 I 0.750 0.750 0.625 Imo' 0.625
MIN. -T T-F11 ACTIVE DOOR STOP 12 FIXED DOOR STOP 16 AL ISED
10 VERTICAL MULLION 8000 O 0.627 1; 14 STOP 15 GLAZING OPANEL
LONG STRIKE SCREW LOCATION (USED WITH OVOLD S C)
p GLAZING
4.000 STICKING METHOD) (USED WITH BOLECTION STOP
T� MOLDING METHOD) (USED WITH OVOLO
L 0.25D 3.000 1.250 STICKING METHOD)
1g VERTICAL MULLION �o @ 13 T-ASTRAGAL
REINFORCEMENT 0.405
20 HEAD STRIKE PLATE
01/4"
T 5 PLCS.
1.000 0 0 0 0 O
-L0.187
10.250 T
21 HEAD/SILL RAIL REINFORCEMENT PLATE
(DOUBLE DOOR - ACTIVE DOOR)
(REQ'D WITH HOPPE MULTIPOINT)
�0.125
T
-------------------------
O Q O 0 0 0 r 0.100
9.750 IT
22 HEAD/SILL RAIL REINFORCEMENT PLATE
(DOUBLE DOOR - ACTIVE DOOR) to.800
(REO'D WITH KFV MULTIPOINT)
2.250
1.162 F-
Z
�F
1.246
3
RAISED PANEL
o
GLAZING STOP
o
(USED WITH BOLECTION
3
MOLDING METHOD)
12
4Am;1R°9TEd'F.rd
.q
�`��6 yj'•
......... �
...,.
0
z
Q
OF 9
ITEM #1
ITEM DESCRIPTION
MANUFACTURER/NOTES
ITEM >t
ITEM DESCRIPTION
MANUFACTURER/NOTES%awq�'
PARTS
FASTENERS
° Ai a
°"'Eoktzto
1 .
JAMB
' WOOD
50
NO. 10 X 2 1 2" FH S.S. SMS
6 PER REINFORCEMENT PLATE
2
TOP RAIL &STILES
• WOOD USED WITH OVOLO STICKING METHOD
51
NO. 10 X 2 1 2" FH S.S. SMS
WITHIN 5` FROM ENDS & 16" MAX. O.C.
`
3
TOP RAIL & STILES
* WOOD USED WITH BOLECTION MOLDING METHOD
52
NO. 12 X 1 1/8" FH S.S. WOOD SCREW
4-PER HINGE INTO STILE & 4-PER HINGE INTO JAMB
4
SILL RAIL
* WOOD (USED WITH OVDLO STICKING METHOD)
53
15 GA. X 1 1 2" FINISH NAIL
WITHIN 5" OF ENDS & 12 MAX. O.C.
5
SILL RAIL
* WOOD USED WITH BOLECTION MOLDING METHOD
54
NO. 8 X 1" FH S.S. WOOD SCREW
AS REO'D TO SET MULLION REINFORCEMENT
6
STILE AXED UNITS
* WOOD USED WITH OVOLD STICKING METHOD
55
15 GA. X 1 1 2" FINISH NAIL
WITHIN 5" OF ENDS & 12" MAX. O.C. 2 ROWS
9
7
STILE (FIXED UNITS)
* WOOD USED WITH BOLECTION MOLDING METHOD
56
18 GA X 1 1 4" BRAD NAIL
WITHIN 2" OF ENDS & 5" MAX. O.C.
IT
8
MID -RAIL
* WOOD USED WITH OVOLO STICKING METHOD
57
115 GA. X
I WITHIN 2" OF ENDS & 12" MAX. O.C.
�s
9 1
MID -RAIL
* WOOD (USED WITH BOLECTION MOLDING METHOD)
I WITHIN 2" OF ENDS & 12" MAX. O.C.
z
10
VERTICAL
CONTINUOUS 1 1 4" * W000
NOTE:
WOOD USED IN TESTING WAS MAHOGANY WITH A SPECIFIC GRAVITY OF G = 0.62 AND A
11
OR STOJONP
DOOR STOP
* WOOD
MODULUS OF ELASTICITY OF E = 1,600.000 PSI.
OTHER WOOD SPECIES APPUCABLE FOR
12
FIXEDACTIV
FIXED DOOR STOP
*WOOD
USE WITH THIS PRODUCT ARE THOSE WITH A SPECIFIC GRAVITY OF 0.62,AND MODULUS
g
13
T-ASTRAGAL
* WOOD
OF ELASTICITY OF 1,600,00D PSI OR GREATER. ALL
WOOD IS MINIMUM GRADE 2 MILLED
14 GLAZING STOP * WOOD USED WITH OVOLO STICKING METHOD BY PALM CITY MILLWORK, INC. TO SELECT.
15
GLAZING STOP
* WOOD USED WITH BOLECTION MOLDING METHOD
16
RAISED PANEL GLAZING STOP
* WOOD (USED WITH OVOLO STICKING METHOD
17 IRAISED
PANEL GLAZING STOP
* WOOD USED WITH SOLEC11ON MOLDING METHOD
-------------------------
0O
o
19
VERTICAL MULLION REINFORCEMENT
CONTINUOUS 1 4" X 4" A36 STEEL
Q
O
OQ
?wo
20 1
HEAD STRIKE PLATE
6063-75 ALUMINUM DOUBLE DOOR ONLY)
0.100
o
Y ¢ m
21
HEAD SILL RAIL REINFORCEMENT PLATE
304 S.S. REQ'D WITH HOPPE MULTIPOINT
-L0.1
=
o Z'
22
HEAD SILL RAIL REINFORCEMENT PLATE
304 S.S. REO'D WITH KFV MULTIPOINT
23
HEAD SILL RAIL REINFORCEMENT PLATE
304 S.S. REQ°D WITH ASHLEY NORTON DEADBOLT
9.750
T
24
INSTALLATION CLIP
MIN. 33 KSI GALVANIZED STEEL
23 HEAD/SILL RAIL REINFORCEMENT
PLATE
v� c� o
25
26
MULLION COVER
MULLION COVER
* WOOD
* WOOD
-� -
(DOUBLE DOOR - INACTIVE DOOR)
0.800
Q
CD
"" °D
na
*
01/4"
27
OPTIONAL THRESHOLD CAP
THRESHOLD
WOOD
6063-75
1.250
I O O
4 PLCS. I — 2.000--0.250
5 a
28
29
CAP
HINGE 5"x5"
ALUMINUM
BY: HAGER 1191 1279 BRASS, S.S. OR PLATED STEEL
- 0.043
Z
g
L
IHARDWARE
30
5-POINT LOCK HARDWARE
BY: KFVAS7370
MULLION COVER
0
31 5-POINT LOCK HARDWARE BY: HOPPE HLS 90DO �^ 6.500 MIN. --( O 2�
3.000
32
4-POINT LOCK HARDWARE
BY: KFV AS7370
INSTALLATION CLIP
----I�
o
��
33
2-POINT LOCK HARDWARE
BY: HOPPE HLS 9000
T
34
SINGLE LOCK & DEAD BOLT (MAY ONLY BE
BY: ASHLEY NORTON
`-- 2.436
1
F
? g
USED IN COMBINATION WITH ITE
r1'
_ 26 MULLION COVER
WEL
35
FLUSH BOLT
BY: HAGER 282
U
0.800
Ro
36
37
CENTER ACTNATED FLUSH BOLT
ISHOOT-BOLT THIMBLE
BY: HOPPE #878
BY: GU �j934442-00-0-0 BRASS
T
1 125 0.063----
T_c
39
STANDARD THRESHOLD
BY: PALM CITY 6063-T5 ALUMINUM
@ THRESHOLD
CAP
40
JADA THRESHOLD
BY: PEMKO 2005/6063-T5 ALUMINUM
U)Zn
OPTIONAL3�
SEALS AND SFAIAMS
THRESHOLD CAP
44
WEATHER STRIP
L1Y: SCHLEGEL #A-12000
c:5�'sxa�re8a.
47 1 WEATHER STRIP JOY. SCHLEGEL 04-6941
5.500
..? •po
5.000
v'Y z-
U
t.s17
0.50D
z�
40 ADA THRESHOLD
39 STANDARD THRESHOLD
T?¢;ES°•z`
ow o.
1470A B
SHEET NO.
9
� 9