HomeMy WebLinkAboutProduct Approval; Swinging Exterior Door Assemblies (FL15001)Florida
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Authorized Signature
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New
2010
Approved
I
Signature Dodi-TInc �
401 Priority St
Altoona, PA 16602
(814) 949-2770 Ext14
dnix@signaturedoor.cofri
Douglas Nixon
dnix@signaturedoor.com
Compliance Method
Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
El Evaluation Report -
Hardcopy Received
Florida Engineer or Architect Name who developed the Warren W. Schaefer
Evaluation Report
Florida License
PE-44135
Quality Assurance Entity
National Accreditation &
Management Institute,
Quality Assurance Contract Expiration Date
11/30/2015
Validated By
Terrence E. Lunn, PE
[Z] Validation Checklist-
Hardcopy Received
Certificate of Independence
FL15001 RO COI certification
of indenendence.�
Referenced Standard and Year (of Standard)
Standard
Year
TAS-201
1994
TAS-202
1994
TAS-203
1994
Equivalence of Product Standards
Certified By
c
Florida Licensed Professional Engineer or Architect
r
RMALL E. STOFFT A1RCF157ECT8v P.A.
;�APPROVED
ARfi0�J11105
® REVISE & RESUBMIT
® APPROVED AS CORRECTED ® REJECTED
This review is only for general conformance with the design concept of -the
project and general compliance vtith the information given in the con?rzct
documents. Corrections or comments made on the shop d G:: ii ys curing
this review do not relieve the contractor from compliance with the require-
ments of the plans and specifications. Approval of a specific item shall not
inc4rde approval of an assembly of which the item is a component. Con-
tractor is responsible for. Dimensions to be confirmed and correlated at the
job site; Information that pertains solely to the fabrication proses or to
Me means, methods, techniques, sequences and procedures of construc-
tion: coordination of the worn of all other Lades: and for padorming all vrork
in a safe and slatiisssfAlfacctory manner.
DATE `vBY.
i
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
11/23/2011
12/01/2011
12/09/2011
01/31/2012
Summary of Products
FL #
Model, Number or Name
Description
15001.1
1 3/4" Series Impact Rated In -Swing
In -Swing Wood Doors
Doors
i
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15001 RO II Drawino 1q _779.pdf
Approved for use outside HVHZ: Yes
Verified By Warren W. Schaefer, P.E. 44135
Impact Resistant: Yes
Created by (Independent Third Party: Yes
Design Pressure: N/A
Evaluation � Reports
Other: Door size, assembly, pressure and installation
FI 1 S001 RO AE Evaluation report WWS-201.pdf
requirements are to be as specified in the attached drawing
Created by Independent Third Party: Yes
No. 1779. 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. This door system is rated as a wind
zone 4 missile level "D" product.
i
ii5001®^2
1 /4" Serie Impact Rated Out
wing. Doors.
Ouf swing ' ood [)6prs
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15001 RO II DrawingS778.pdf
Approved for use outside HVHZ: Yes
Verified By Warren W. Schaefer, P.E. 44135
Impact Resistant: Yes
Created by; Independent Third Party: Yes
Design Pressure: N/A
Evaluation, Reports
Other: Door size, assembly, pressure and installation
FL15001 RO AE Evaluation report WWS-202.pdf
requirements are to be as specified in the attached drawing
Created by, Independent Third Party: Yes
No. 1778. 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. This door system is rated as a wind
zone 4 missile level "D" product.
FE-Z'PsKit
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. -nnvriah 007- 010 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:'
securlt hl _r cs,
on0a Decal:,1Ten Ci
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Product Approval Menu > Product or Application Search > Application List > Application Detail
�a
FL #
FL15001
Application Type
New
_=
Code Version
2010
Application Status
Approved
f
Comments
�rz
Archived
� I
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
i
Signature Door Inc
401 Priority St
Altoona, PA 16602
(314) 949-2770 Ext 14
dnix@signaturedoor.com
I
Douglas Nixon
dnix@signaturedoor.com
I
I
Exterior Doors
Swinging Exterior Door Assemblies
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Hirdcopy
Received
I
Florida Engineer or Architect Name who developed
the Warren W. Schaefer
Evaluation Report
Florida License
PE-44135
Quality Assurance Entity
National Accreditation & Management
Institute,
Quality Assurance Contract Expiration Date
11/30/2015
Validated By
Terrence E. Lunn, PE
0 Validation Checklist - Hardcopy Received
Certificate of Independence
FL15001 RO COI certification of independence.
pdf
i
Referenced Standard and Year (of Standard)
Standard j
Year
TAS-201 j
1994
TAS-202
1994
TAS-203
1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15001 RO Equiv equivalency statement for door testinD.odf
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
11/23/2011
12/01/2011
12/09/2011
01/31/2012
FL #
Model, Number or Name
Description
15001.1
1 3/4" Series Impact Rated In -Swing
In -Swing Wood Doors
Doors
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15001 RO II Drawing 1779.pdf
Approved for use outside HVHZ: Yes
Verified By: Warren W. Schaefer, P.E. 44135
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design .Pressure: N/A
Evaluation Reports
Other: Door size, assembly, pressure and installation
FL1500I RO QE_Evaluation report WWS-201.pdf
requirements are to be as specified in the attached drawing
Created by Independent Third Party: Yes
No. 1779. 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. This door system is rated as a wind
zone 4 missile level "D" product.
15001.2
1 3/4" Series Impact Rated Out-
Out -swing Wood Doors
Swing Doors
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15001 RO II Drawing 1778.pdf
use Approved for outside HVHZ: Yes
Verified By: Warren W. Schaefer, P.E. 44135
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports _
other: Door size, assembly, pressure and installation
FL15001 RO AE Evaluation report WWS-202.pdf
requirements are to be as specified in the attached drawing
Created by Independent Third Party: Yes
-No. 1778. 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. This door system is rated as a wind
zone 4 missile level "D" product.
I
I
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Coovrlaht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
I
i
Under Florida law, email addresses are public records. If you do not want your e-mail address released ip 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 emalls 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:
I
,;v uKtv%u-ra4vz!.'
a«�r
W. W. Sch.Aefer Engineering & Consulting, P.A. (CA 96809)
7480 150'h Court North -
Pahn Beach Gardens, FL 33418
Phone (561)744-3424 j
ENGINEER'S EVALUATION REPORT #WWS-202
Prepared for:
Signature Door, Inc.
401 Priority Street
Altoona, PA 16602
Phone: 800-741-2265
Prepared by:
Warren W. Schaefer, P.E.
Florida Professional Engineer #44135
Manufacturer: Signature Door, Inc.
Product Category: Doors
Evaluation Method: 1-D (Engineer's evaluation)
Product model Lea name: 8 Foot Wood Out -swing Impact Doors
Documents that must accompany this report:
1. W. W. Schaefer Engineering & Consulting drawing No. 1778
Door size restrictions and assembly requirements:
See drawing NO. 1778
Maximum allowable design pressure:
See drawing NO. 1778
Installation requirements:
See drawing No. 1778
Code compliance:
Code section(s) considered with this evaluation:
Section 1715.5
Mullions:
Mullion conditions stated in this approval have been tested in;accordance with TAS-201,
202 & 203 and meet the requirements of FBC section. 1715.5.5.
Test Standards pplicable to the testing of these doors: j
TAS-201, 202 & 203 (some units were tested to PA-201, 202 & 203 which are found to
be equivalent to TAS-201, 202 & 203)
Test Laboratory: Hurricane Test Laboratory, Inc.
Test report numbers: 0243-0605-01, 0243-0802-0, 0243-0929-01 & 0243-1013-03
General report notes & system limitations:
1. All size & installation conditions shown in this report and the referenced drawing No.
1778 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.
6. When applicable, all safety glass requirements must be met per FBC chapter 24.
Quality Assurance Entitv: National Accreditation and Management Institute
�r9
OCT 3 12011
Warren W. S`c-Wfer, P.E.
Florida P.EA44135
SCH,4P �
�W�
o 0
p 0 9Y1�NS4N 'ri `�S
GENERAL NO F
1. THESE DOOR SYSTEMS HAVE BEEN TESTED, ANALYZED & APPROVED FOR
DESIGN PRESSURES NOT TO IXCEEO THOSE SHOWN IN THE "ALLOWABLE DESIGN
PRESSURE TABLE(S).
2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED &
INSTALLED 10 TRANSFER WIND LOADS TD THE STRUCTURE
3. ALL HARDWARE & FASTENERS SHALL BE INACCORDANCE WITH THESE DRAWINGS&
SHALL NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE ORAWINGS
SPECIFIED ANCHOR EMBED TO BASE MAIDNAL SHALL BE BEYOND WALL FINISH OR
STUCCO.
4. THESE DOOR SYSTEMS HAVE BEEN DESIGNED N ACCORDANCE WITH AND MEET
THE REQUIREMENTS OF THE FLORIDA BURDWG CODE (FBC) INCLUDING HIGH
VELOCITY HURRICANE ZONES (IMIZ) & ARE LARGE MISSILE IMPACT RATED.
S. 'IMPACT SHUTTERS ARE NOT REQUIRED WIM THESE DOORS.
B. ALL ANCHORS SECURING DOOR FRAME TO PRESSURE TREATED BUCKS OR
WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE
PRESSURE TREATING CHEMICALS N THE WOOD,
7. DETERMINE THE POSITIVE & NEGATIVE DESIGN LOADS TO USE WHEN
REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND
GOVERNINGWIND VELOCITY. FOR WIND LOAD CALCULATDNS IN ACCORDANCE WITH
THE FLORIDA BUILDING CODE. A OIRDTIONALRY FACTOR OF KD a 0.85 MAY BE
APPLIED PER THE ASCE-7 STANDARD.
0. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF
FLORIDA BUILDING CODE CHAPTER 20.
9. 10 THE BEST OF OUR KNOWLEDGE, THE DOORS SHOWN HEREIN ARE OUAUD- _
ASSUREDBY A FLORIDA STATE APPROVED CERTIFICATION/OA ENTRY & SHMLI. BE
LABELED IN ACCORDANCE WITH THE FBC AND THE 9N-3 FLORIDA BUILDING
COMMISSION SPECIFICATIONS. THESE DRAWINGS SHOW ALL APPUrABLE ELEVATION, 1 O
COMBINATION, INSTALLATION & COMPARATIVE ANALYSIS CONDITIONS AS DETERMINE J
THROUGH TESTING & ENGINEERING RATIONAL ANALYSIS DOOR ASSEMBLY SNAIL BE W p
IN ACCORDANCE WITH THESE DRAWINGS, THE MANUFACTURER'S DUALITY ASSURANCE
SPECIFICATIONS & TESTING REPORTS X
10. CERTUTCATION OF THESE DOORS SHALL BE CONSIDERED VOID IF THEY ARE W
INSTALLED WFRIOUT A BUILDING PERMIT FROM THE APPUCABLE. LOCAL BUILDING m M
DEPARTMENT OR IF THEY ARE INSTALLED BY ANYONE OTHER THAN A LICENSED
'CONTRACTOR
EXPERIENCED< WITH DOOR NSTALLAPONS, _ D
11.
ALL WOOD MEMBERS OF DOORS THAT MAY POSSIBLY COME INTD CONTACT WITH
MASONRY OR CONCRETE SUBSTRATES, \ 6
ARE SUBJECT TO MOISTURE &/OR ARE <
SUBJECT TO THE OUTSIDE ENVIRONMENT SHALL BE OF AN APPROVED DURABLE
SPECIES OR BE TREATED IN AN APPROVED METHOD WITH AN APPROVED
PRESERVATIVE PER FTC SECTION 2326. BNp
AI TFl1NeTE ANCHOR/SIN N
i A FU IHIATON ND
ALL ALTERNATE ANCHORS IN TIER SPECIFIED
SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE
WITH THEIR APPLICABLE STANDARDS) AND ARE FOUND
TO BE EOUNALFNT TO OR STRONGER THAN THE
ANCHOR(S) USED IN TESTING WITH THIS PRODUCT.
CV&MMN OF INS PRODUCT IS RASED ON MPUCAI$E STANDARDS AT/OR
NIN FORMITON & RESULTS FROM MPNCADLE TEST REPORTS. THE FLORIDA RUnNO
CODE V ON CO'SIOERED WITH THIS EVAWADON WAS TNT W FORCE AT THE TIME
OF TIE EVAWAIIOH IN THE EVOB OF COOE VFRSON FINANCES/UPMTIS OR IN
DIE EVDNT THAT NLW OR ADDRIWML IEI TFSMG 5 COMPm ON Yin PRODUCE,
PRIOR TO STATING CODE COMPLIANCE WIN TIE STATE THE MNUFALTIIRER SNUL
mm. WITH THE EVALUADON ENGINEER OF RECORD THAT EVERYD@JO SPECTED
ME-W IS CURRENT WITH ALL CURRENT TFSIWG. 0006 AND APPUCARLE
STNIUMIDS.
L.
FASTENERS THROUGH STRIKE PLATE INTO SUBSTRATE WITH
BUMPER SILL (5 WHEN INTO WOOD; (3 WHEN' INTO 6" MAX.
CONCRETE). WHEN ADA SILL IS USED, THERE IS NO (TYP,) -I^j
STRIKE PLATE AND ALL ANCHORS RUN THROUGH SILL
MEMBDODE INSTOPENING TE /CLIP OOPENING MIMINIMUM
II (SUBSTRATE) I FASTENER TYPE
IIMIN 2X4 WOOD (MIN. GAL. 3 & CE0.55) OR U I NO. 10 SMS OR WOOD SCRCK —EW 1 1/4" 3/4"
MOOD FRAME.OR BUCK
GR. 3 & G=0.55) I NO. 10 SMS OR WOOD SCREW T 1/4" 3/4"
R) MIN. C-90 CMU 1 f9 3/16" CONCRETE SCREW
MIN. 2500 PSI'CONCRETE III 3/1B" CONCRETE SCREW
74 1/4" MAX. FRAME WIDTH (F.W.)
6" MAX. 6" MAX.
6, VAX
//^'' B
I / Il I I I(TYP.)
/25 3/4"
/ MAX. D.LO.
ACTIVE
TYP. FRAME SCREW
OR MOUNTING CUP
WHERE SHOWN AT
HEAD & SILL SEE
FRAME ANCHOR
REQUIREMENTS TABU
ON THIS SHEET FOR
SCREW
PLATE
INACTIVE \
36 j 242526,
STRIKE
PLATE /
SEE CORNER
37 9/16" MAX.
DETAILS ON
FRAME WIDTH (F.W.)
SHEET 7 6" MAX. (TYP.)
A
5
8 1/2"
P. FRAME
SCREW OR
-FASTENERS
MOUNTING CUP
THROUGH
WHERE SHOWN.
STRIKE PLATE
SEE "FRAME
INTO SUBSTRATE
ANCHOR
(5 WHEN INTO
REQUIREMENTS
WOOD; 3 WHEN
TABLE" ON THIS
INTO CONCRETE) 2 n
SHEET FOR
SEE "FRAME v
SCREW
ANCHOR = A
REQUIREMENTS.
REQUIREMENTS
/
TABLE" ON THIS w w
25 3/4"
SHEET FOR =
_
MAX. D.LO.
SCREW 'I
REQUIREMENTS. D
(PREDRILL
HOLES IN JAMB) � ¢ g
a
v 6
N
LO ?
p
J
\Q
X
353637
f
\
CORNER
DETAILS
ON SHEI
7
_T} 14" MAX.
Q.G.
(TYP.)
_—L
II EL
(6"
10 MAX.
.)
a a HINGE SCREW INTO SUBSTRATE (2 6" MAX.
EXTERIOR ELEVATION PER HINGE). SEE "FRAME ANCHOR '(TYP.)
DOUBLE OUTSWING DOOR SHEErFOR SCREW REQUIREMENTS. EXTERIOR ELEVATION o
SINGLE OUTSWING DOOR
SCALE: 3/4"=1'-O" NOTE DOORS MAY BE FULLY SCALE: 3/4"=1'-0" ,y
GLAZED AS SHOWN, PARTIALLY ALLOWABLE DESIGN PRESSURE NOTE: SINGLE DOOR SHOWN HAS THE 3-POINT
PANELED OR FULLY PANELED.
SEE LOAD TABLE ON SHEET 8 SEE SHEET 4 ELEVATION FOR LOCK SYSTEMS- AN ALTERNATE LOCK MAY BE A&I
PANELED DOORS. SINGLE POINT BALDWIN 6021 MORTISE LOCK=_�4F�9
—THE MORTISE -LOCK IS -USED
FRAME/CUP TO OPENING
FASTENER TYPE
WOOD FRAME OR BUCK
GR. 3 & G=0.55) NO. 0 SMS SCREW 1 3/B" 1/l
(1)
)HEAD TAP ONS OR HILT KINK -CON ISCREWS SHALL BE ELCO I L(HARRDENED STEEL OER S.S� SET/RED
(2)CMU IS APPLICABLE AT SIDES ONLY.
ALLOWABLE DESIGtZ _4
PRESSURE SHALL BE THE LESSER OF +/-ESE? t6 PSF. OR THE LOADS IN THE LOAD TABLES. a
HINGE REQUIREMENTS '3;
DOOR HEIGHT # HINGES REQ'D
6'-8" 3 f��A
TALLER THAN 6'-8" (1) 4 IESE DRAWINGS ARE APPLICABLE ONLY TO THE PRODUL
(1) 3 HINGES REQUIRED WITH ALL ECIFIED. THEY MAY NOT BE USED FOR THE ASSEMBLY
DUCT NOR MN
HEIGHTS OF DOUBLE HALF ROUND & THEY BE USEDFFOOR RATIONA ANDD/ORPLOCAL APPROVAL
SINGLE OUARTFR ROI TNn nnnw: OF NNY PRODUCT NOT PRODUCED BY THE MANUFACTURE
q
* IV, T`
FlllH%l
SHEET NO.
1 OF
74 1/4" MAX. FRAME WIDTH STRIKE SCREWS -
_ — �7 PER RECTANGULAR
DOOR ELEVATION
III
DIRECT SET WINDOW (SEE DRAWING III ON SHEET 1
NO. 1780 UNDER SEPERATE
III APPROVAL FOR DETAILS) III 2 FRAME SCREWS OR MOUNTING
NO. 10 SMS SCREWS PER CUPS EA. SIDE OF MULLION AS
III WINDOW APPROVAL (LENGTH AS III SHOWN (TYP. EA END). SEE
III REQ'D FOR 1 3/8" PENETRATION ANCHOR REQ. TABLE ON SHEET 1
INTO WOOD MULLION OR FULL III FOR SCREW REQUIREMENTS .
^� �� 6 OR 9 10 PENETRATION INTO BAR MULLION)
MULLION FRAME SCREW
G1 G2 OR MOUNTING CUP
6 a'
I
5 N0. 10H SCREWS
THROUGH STRIKE
PLATE INTO MULUON
(PREDRILL HOLES IN-
I
25 26
D
JAMB). SCREWS
I
SHALL HAVE FULL
I
PLATE\
PENETRATION INTO
II
\
1
BAR MULLION & MIN.
1 3/8" INTO WOOD
I
\
F
MULLION.
I
P
F
\
o
\
W
ACTIVE
i
INACTIVE
a
25 3/4"
I
II
MAX. D.L.O.
it
I
/
24 25 26
I
STRIKE
/ LATE
--
/
II
WITHIN 6" OF
A
3•
SPRING LINE &
MAX. 16" O.C.
3
SEE "FRAME
F
a ANCHOR
=
cm,
REQUIREMENTS
o
TABLE" ON SHEET 1
= o
FOR SCREW
OOR HEAD JAMB REQUIREMENTS.
\ I SINGLE HALF SINGLE SINGLE SINGLE QUARTER
ROUND EYEBROW RECTANGULAR RWND
SILL AND STRIKE
EXTERIOR ELEVATION PLATE ANCHORS
DOUBLE DOOR WITH TRANSOM PER ELEVATION ON fri In
SHEET 1 DOUBLE HALF DOUBLE DOUBLE
SCALE: 3/4"=1'-O" ROU14D EYEBROW RECTANGULAR
SEE DOUBLE DOOR ELEVATION ON SHEET 1 FOR DETAIL NOT SHOWN SHAPES CONSIDERED AS
- 74 1/4" MAX. FRAME WIDTH -
6" MAX X
B
S
00
/
SPRING LINE
25 3/4"
MAX. D.L.O.
\ ACTIVE
`STRIKE
PLATE
0PPOSOE
-
6 v o
INACTIVE/ 11 11 II o
/ 0
z
/ 24 25 26 S
STRIKE O
PLATE // o
0
0
3
0
ro
SILL AND STRIKE---
PLATE ANCHORS EXTERIOR ELEVATION
PER ELEVATION ON DOUBLE -HALF ROUND DOOR
SHEET 1 SCALE: 3/4"=V-0"
_SEE DOUBLE-DOOR-ELEVATION-ON-SHEET-1 FOR -DETAIL NOT -SHOWN
r,n,l��'�i
NOTE: DOORS MAY BE FULLY r co
GLAZED AS SHOWN, PARTIALLY - m
PANELED OR FULLY PANELED. r a
SEE SHEET 4 ELEVATION FOR ��� z
PANELED DOORS. ell .• `5 a�
.`
Y3 o
zm
F,t
w¢ r
La <^<
..!OL
wOL
Of
¢F
::3
V)
�z
2iU a
331
0
OF 10
6" MAX. (TYP.) {-
14" MAX.
O.C.
(TYP.)
o
= J
W O
Q X
W
6
� m
m
6" MAX. (TYP.) �—
37 ME WIDTH MAX.
FRAME 74 1/4" MAX. FRAME WIDTH —
F
76
2• 6" /" ,1AnIa
Lg 1 PLATF.
FRAME SCREWS—
WITHIN 6" OF
ENDS & MAX. 14"
O.C. (REF.
SECTIONS)
28 3/4"
MAX. D.L.O.
O 6
6
J2
6
TYP. FRAME SCREW
OR MOUNTING CLIP
WHERE SHOWN. SEE
"FRAME ANCHOR
REQUIREMENTS
TABLE" ON SHEET 1
FOR SCREW
REQUIREMENTS.
j
// 1
JAMB & STRIKE
ANCHORS PER
RECTANGULAR
DOOR ELEVATION
ON SHEET 1
ACTIVE
X E
v 6
25 3/4"
\ MAX. D.L.O.
INACTIVE
X J1
6
36" /
24 25 26
SrMIKE
PLATE
37 1/4' MAX.
FRAME WIDTH
C 6" MAX. (TYP.)
5 _ - 6" MAX. (TYP.)
TYP. FRAMEy
SCREW OR
MOUNTING CLIP
WHERE SHOWN.
SEE "FRAME
ANCHOR
REQUIREMENTS
TABLE" ON SHEEP
1 FOR SCREW
REQUIREMENTS.
2 LONG SCREWS
PER HINGE INTO
MULLION (REF.
SECTIONS)
EXTERIOR ELEVATION MUwoN
SILL AND STRIKE MULTIPLE OPERABLE/FIXED UNIT
PLATE ANCHORS ____SCALE: 3/4"=1'=0" --
SHEET 1 — —
--- PER ELEVATION ON (FOR ANY DETAIL NOT SHOWN, SEE ELEVATION ON SHEET 1)
NOTE:OXXO DOOR SHOWN. ALL OTHER 4-PANEL CONFIGURATIONS
OF SINGLE/DOUBLE DOORS & SIDELIGHTS ALSO APPLY.
NOTE: DOORS MAY BE FULLY
GLAZED AS SHOWN, PARTIALLY
PANELED OR FULLY PANELED.
SEE SHEET 4 ELEVATION FOR
PANELED DOORS.
I
I- --�- 6" MAX. (TYP.)
etc ✓�eEJ
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SHEET N.
3 OF 10
ON I
7 1
37 1/4" MAX.
FRAME WIDTH
TYP. FRAME SCREW -I
OR MOUNTING CUP
WHERE SHOWN. SEE
FRAME ANCHOR
REQUIREMENTS
TABLE" ON SHEET 1
FOR SCREW
REQUIREMENTS.
_ 28 3/4' _
MAX. D.L.O.
/
EXTERIOR ELEVATION
SINGLE FIXED PANEL
- - -- -- -- SCALE 3/4 --1'-0= -
1- 35 11/16" MAX.-
6" MAX.
(TYP.)
6" MAX.
(TYP.)
PANEL SIZE NOT
TO EXCEED THOSE
SHOWN IN OTHER
ELEVATIONS.
14" MAX.
/
O.C.
(TYP-)
(�)
SEE CORNER-
ON
_T
7 SHEET 7
6' MAX.
(TYP.)
MID RAILS
r— 35 11/16" MAX. —I r— 35 11/16" MAX. —I
/
PANEL SIZE NOT
TO EXCEED THOSE
SHOWN IN OTHER
ELEVATIONS.
/
SEE CORNER
DETAILS ON 1
SHEET 7
RAILS
PANEL SIZE NOT
TO EXCEED THOSE
SHOWN IN OTHER
ELEVATIONS.
MIN. 3"
K MID RAILS
X
7
n
a
0�1
1
SEE CORNER
DETAILS ON
SHEET 7
35 11/16" MAX.
EXTERIOR ELEVATION EXTERIOR ELEVATION EXTERIOR ELEVATION
SOLID RAISED PANEL WITH SOLID RAISED PANEL WITH SOLID RAISED PANEL WITH
EXTERIOR ELEVATION
STANDARD MID RAILS CORNERED MID RAILS ARCHED/SHAPED MID RAILS
RAISED PANEL WITH GLASS
GLAZED TO PANEL
SCALE 3/4"=1'-O" SCALE: 3/4"=V-0" SCALE 3/4"=1'-O"
1) TOP & MID RAILS MAY BE OF ANY CONFIGURATION PROVIDING THE SMALLEST CROSS SECTION OF RAILS
SCALE: 3/4"=1'-0"
IS EQUAL TO OR LARGER THAN THAT DETAILED IN DRAWINGS.
1) DAY UGHT OPENING IN PANEL DOOR
2) MULTIPLE MID RAIL (BOTH HORIZONTAL & VERTICAL) MAY BE USED WITH THESE PANELS.
MAY BE OF ANY CONFIGURATION.
3) PARTIAL PANEL CONDITION IS SHOWN ABOVE. FULL PANEL DOORS AND OTHER PANEL CONFIGURATIONS
ARE ALSO PART_ OF THIS APPROVAL AND ARE SIMILAR- IN TO SHOWN -ABOVE:— - -
2) FULL LIGHT & OVAL CONDITION IS
SHOWN. PARTIAL LIGHT & OTHER UGH
--=CONFIGURATIONS-ARE-ALSO
-CONSTRUCTION -THAT-
- 4) PANE�ONLY IS SHOWN. FOR INSTALLATION INTO FRAME, SEE OTHER ELEVATIONS.
APPLICABU
PROVIDING PANEL CONDITIONS ARE WI]
WHAT IS SPECIFIED IN THESE &l;f A
3) PANEL ONLY IS SHOWN. FQ* �� -F
INSTALLATION INTO FRAME,,,w OTHER
ELEVATIONS.
'�yi�db'ez'
SUBSTRATE BY OTHERS PER FRAME SCREW PER ELEVATION
FRAME ANCHOR REQUIREMENTS (MUST BE PLACED AT THICK
SUBSTRATE BY OTHERS PER
"FRAME
FRAME SCREW PER ELEVATION SUBSTRATE BY OTHERS PER FRAME SCREW PER
"FRAME
TABLE"
SECTION OF FRAME)
ANCHOR REQUIREMENTS
(MUST BE PLACED AT THICK ANCHOR REQUIREMENTS ELEVATION
TABLE"
SECTION OF FRAME) TABLE"
STRIKE
SCREWS
-
1 4" MAX.
PER
e 1 i i i i mum
...
CH ANCHOR
.. ;`;:
' ='•
:::• =`:%^'
EACH ANCHOR
1
SEALANT BY�
EACH ANCHOR
OTHERS
SEALANT BY
SEALANT BY`
OTHERS
OTHERS
25 26
60
1
50 2
2
BOSS GS-2
o
51
20 21 22 23
OR
59
3A 3B
995DOW
SILICONE
SEALANT
3A 38
3A 3B
C3
L0o
�OQ�
\ /\"-- SEE GLAZING a SEE GLAZING \ SEE GLAZING ¢ �'
EXTERIORIT. DETAILS
B EXTERIOR DETAILS ON EXTERIOR SHE $ N FRAME SCREW p
SHEET B MOUNT SHOWN. �, a
SEE DETAILS ON 3
SHEET 7 FOR
DIRECT MOUNT o Zm
4A 4B 4A 4B 61 & MOUNTING o Ew
BOSS GS-2 CLIP DETAILS. 3
63 59 OR DOW 995 63 r Za
53 30 SILICONE o Ida: I;wa
7ANT
SEALANT OBOSS 20 21 2223 30 �z GS-2 OR BOSS m J nu
DOW 995 GS-2 OR BOSSSILICONE DOW 995 29 GS-2 OR - zSEALANT BY SILICONE DOW 995 o
SEALANT SSEALANT BY OTHERS OLICONE
S SEALANT OTHERS�— SEALANT j '
SUBSTRATE BY OTHERS
PER "FRAME ANCHOR
SHIM
REQUIREMENTS TABLE"
OR GROUT
FRAME/SILL
SECTION A
SCREW PER
SCALE: 1/2 FULL e
ELEVATION
(STANDARD BUMPER THRESHOLD CONDITION
SHOWN. SEE OTHER DETAILS ON SHEET 7 FOR
ADA & OTHER BUMPER THRESHOLD OPTION.)
SUBSTRATE BY OTHERS 1/4" MAX.
PER "FRAME ANCHOR SHIM
REQUIREMENTS TABLE" OR GROUT
STRIKE SCREWS FRAME/SILL
PER ELEVATION SCREW PER
SECTION g ELEVATION
SCALE: 1/2 FULL 5
(FOR DETAIL NOT SHOWN, SEE SECTION A/5)
SUBSTRATE BYYOTHERS- . -'.1/4" MAX��xv� �t -jK
PER "FRAME ANCHOR SHIM ;•"
REQUIREMENTS TABLE" OR GROUT �� : m "b o,tJ
SECTION FRAME/SILLq U 'v r ¢.
SCRSCALE: 1/2 FULL 5 ELEVATI NER-u� u F o.
> Z a `i z,;
OF 10
i ja" MAX. SHIM AT
FRAME WIDTH WN. SEE
oawx er..
cr,cam er.
EACH HINGE SCREW �
SUBSTRATE BY OTHERS PER
"FRAMEIMMEEW DIRECT
1-2
REQUIREMENTS TABLE'.
HINGE SCREW
DETAILS.
SEE GLAZING
DETAILS ON
FRAME ANCHOR
EXTERIOR )) I
[�IY� N
Mir.' I'
TRANSOM WINDOWANCHOR
(REF. OTHER
APPROVAL)
2 PER ELEVATION
SEE GLAZING 6
47 SHEET 8
(SEE ELEVATION)_
50 7A 78
DETAILS
SHEET 8 N 7A 7B
65
I I
I 9
y
r
7A 7B
- {
m
51
50
40 4445
I
\
39 42 43
/
'
1 3/4"
55 56
64 '
/
_
/
35 36 37 36
_ EXTERIOR
BOSS GS-2
SEALANT BY SECTION D
SECTION
/
E OR DOW 995
2
OTHERS SCALE: 1/2 FULL 6I
SCALE: 1/2 FULL
/
6 SILICONE
EXTERIOR
SEALANT
FRAME WIDTH --I
MAX. SHIM AT
�1/4"
EACH ANCHOR
10
SECTION
ct
SEE GLAZING 2
FRAME SCREW 1
SCALE: 1/2 FULL 6
z w o
DETAILS ON
PER ELEVATION
FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS
n
SHEET B
(MAY BE PLACED N0. 10 X
2
0 �"- N
S1
AT THIN OR THICK 1 3/4"
o rn
7A 7B
SECTION OF SCREW PER
v)
w d
I
FRAME) ELEVATION
58
0
EEo
/
x
SUBSTRATE BY OTHERS
z d "
1
1 41 48 49
PER "FRAME ANCHOR
I I I
¢
U5 v
J 47ER
1
',
REQUIREMENTS TABLE"
EX ]OR
(RANSOM WINDOW
' '
p
.
65
f
APPROVAL)
i ---- I� - --�
z
EXTERIOR — / SECTION F
10
$
SCALE: 1/2 FULL 6 :,::•:..,`
SEALANT EXTERIOR
1
1/4"
:3
coo
NOTE: SHOWN WITH MULTI -POINT LOCK "=-`
J—�
zEo
HARDWARE. SINGLE POINTo
MORTISE LOCK ALSO '`' " •
OTHERS SECTION
J2
—T
o
wm m
w
MAY BE USED AT SINGLE DOORS PER SHEET 1.
SCALE: 1/2 FULL
6
0
1/4" MAX. SHIM AT J
I _ �_ FRAME WIDTH
FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS
9
2
pa
EACH ANCHOR
I
NO. 10 X 2 1/2"
Ow
w
I
1 BOSS GS-2 OR DOW
995 SILICONE SEALANT
1
56
SCREW PER ELEVATION
FRAME ANCHOR
z
w� �.„
(SEE ELEVATION)
s��
FRAME SCREW
PER ELEVATION
SEE GLAZING
DETAILS ON
60
2 SEE GLAZING
DETAILS
SECTION G2
o� oho
Z �ma
a
SHEET 8
60
ON
SCALE: 1/2 FULL 6
y3c�i
SUBSTRATE BY
/
�
SHEET 8
FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS
:
u 3 a1
OTHERS PER
FRAME ANCHOR
REQOIREMENTS—
- - —
-- -t'- — - --- - - --
- -- ---
- —
/
-- - `ttptitTtit���j
W
--d-
�n
�
—
TABLE"
x, •(j� ''i
y��r
o
w
�a
��
IXTERIOR
5A 5B
0 :,
;2 �i w ¢
= -r
c�
3
SEALANT BY
SECTION
7A 76 \ /
w
•V O m t;
_
o
OTHERS
SECTION H
_71J1
SCALE: 1/2 FULL 6
FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS
EXTERIOR
a�
i Z' z �
�i •.,
3
, DRAwiNG N0.
SCALE: 1/2 FULL 6
f�a 4`
f
�iP� �`\
ftEV_
1f f
5 EE r8 o'
_-
191
R nc 1 n
SEE GLAZING /
DETAILS ON \
SHEET 8
EXTERIOR \
SEE GLAZING
DETAILS ON
SHEET B
1
SECTION
�l
SEE GLAZING SEE GLAZING
DETAILS ON DETAILS ON S
SHEET 6 SHEET 8
3A 3B 4A 48 5A 5B 7A 7B EXTERIOR
SCALE: 1/2 FULL �J 4
63 4A 4B
w
52 28
EXTERIOR
FRAME/SILLSUBSTRATE BY OTHERS
SCREW PER PER "FRAME ANCHOR
ELEVATION REQUIREMENTS TABLE"
OPTIONAL ADA THRESHOLD DETAIL
FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS
SECTION L
SCALE: 1/2 FULL e
CONTINUOUS WOOD MEMBER LESS IN
THICKNESS THAN A 2X_ BUCK TO BE MIN.
3 1/2" DEEP (NOT REQUIRED WHEN SHIM
BOSS GS-2 OR
3 N0' 10 X 2" OOW 995 SILICONE
SCREWS SEALANT
BOSS GS-2 OR
DOW 995 SILICONE
SEALANT
HEAD CORNER-DEI-AIL2 NO. 10 X 2"
NOT TO SCALE SCREWS
STANDARD SILL CORNER DETAIL
NOT TO SCALE
BOSS GS-2 OR
SEALANT SILICONE
2NO. 8X1
�1/4-
SMS
ADA SILL CORNER DETAIL
NOT TO SCALE
SPACE IS WITHIN ALLOWABLE DIMENSIONS
SHOWN IN SECTIONS).
SUBSTRATE BY OTHERS
PER "FRAME ANCHOR
3/4"
REQUIREMENTS TABLE"
_
-
C=-7
3/4"
1 2
3/4"
2 1/2"
3„
SEALANT BY
EOTHERS
3" -- —_�
MID RAIL
MID RAIL
EXTERIOR
FRAME SCREW PER
5/8" DLk X 3 5/8'
ELEVATION, SECTIONS &
WOOD DOWEL (TYP.)
"FRAME ANCHOR
REQUIREMENTS TABLE"
OPTIONAL DIRECT MOUNT DETAIL
TO SUBSTRATE WITH SPACER
2
(HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME)
C==7
TOP RAIL
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
OPTIONAL SILL SUBSTRATE BY OTHERS
FASTENER LOCATION PER "FRAME ANCHOR NO. B X 1 1/2"
REQUIR gMENTS TABLE" SMS (2 PER
31 CUP• 1 EACH
SSIDE OF BUCK)
EXTERIOR
L-
1/4" MAX.
27 ^1/4" MAX.
SEALANT
SHIM
II SHIM
-BY
OTHERS I \
OR GROUT
X]
3/4"BSMS
0
_r
(3 PER
CUP)
FRAME/SILL U SUBSTRATE BY OTHERS
EXTERIOR
SCREW PER PER "FRAME ANCHOR
ELEVATION REQUIREMENTS TABLE"
1 2
OPTIONAL BUMPER THRESHOLD DETAIL
CLIP MOUNT DETAIL
FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS
FOOPTIONAL
R DETAIL NOT SHOWN, SEE OTHER SECTIONS
(HEAD SECTION SHOWN, SIDES AND SILL SIMILAR)
2 1/2"
r 7/8^
MID RAIL
L�
MID/RAIL 2 t z^ `.%IL4
/ BOTTOMe`4.�
----- — - C--� '
z 1/2" RAIL _ : , m
c :2 tl• �: w cc:.
o t o
PANEL CORNER DETAILS ' �'
NOT TO SCALE ` d wca
ALL DOWEL AN41
SURFACES AREDOFULLY GLUED WITHOD TO WOOD WOODrP`'�""In II0
ADHESIVE BY JOWAT ADHESIVES, KORLOCK GT
42-300A OR TTTESOND II BY WEATHERPROOF.
0
7 OF 10
ALLOWABLE DESIGN
PRESSURE
(ALL GLASS OPTIONS)
(1)(2) +65/-80 PSF
(ALL DOOR SIZES)
(1) POSITIVE PRESSURE NOTE:
DOORS ARE APPROVED FOR WATER
INFILTRATION RESISTANCE WHEN THE
BUMPER THRESHOLDS (ITEMS 29 &
31) ARE USED. WHEN THE "ADA"
THRESHOLD IS USED, THESE DOORS
ARE NOT APPROVED FOR WATER
INFILTRATION RESISTANCE UNLESS
THE UNITS ARE INSTALLED IN A
NON -HABITABLE AREA WHERE THE
UNIT AND THE AREA ARE DESIGNED
TO ACCEPT WATER INFILTRATION.
OTHERWISE, THE DOORS MUST BE
INSTALLED ONLY AT LOCATIONS
PROTECTED BY A CANOPY OR
OVERHANG SUCH THAT THE ANGLE
BETWEEN THE EDGE OF THE CANOPY
OR OVERHANG TO SILL IS LESS THAN
45 DEGREES.
(2) WHEN A SINGLE POINT MORTISE
LOCK IS USED, THE ALLOWABLE
DESIGN PRESSURE SHALL BE LIMITED
TO THE LESSER OF +/-60 PSF OR
THE APPLICABLE LOAD IN THE LOAD
TABLE.
3/4" MIN. WITH WOOD PANELS;
1 1/4" MIN. WITH MDF PANELS
3/8" MIN. WITH WOOD PANELS;
5/8" MIN. WITH MDF PANELS
BOSS GS1 OR DOW
995 SILICONE
EXTERIOR
7/8"
MIN.
BITE
15/16"
7/16" LAMINATED GLASS
1/8" TEMPERED GLASS
(SEE GLASS OPTIONS BELOW)
BRASS OR ZINC DECORATIVE
3/8" CONTINUOUS
SWIGGLE SEAL BY
PANEL PRESSED ON
TRUSEAL
SWIGGLE FOR HOLD
1/4" GLAZING HOL
2"E
1LDOW
12 14
7/8" MIN. BITE
OR
ADHERE STOP TO STILE/RAIL
WITH WOOD GLUE GLAZING DETAIL "'I"
SCALE: 1/2
FULL
7/16" LAMINATED GLASS
7/16" LAMINATED GLASS (SEE GLASS OPTIONS BELOW)
(SEE GLASS OPTIONS BELOW)
r--� �_ EXTERIOR n
LAMINATED GLASS OPTIONS
OPTION 1: 7/16" THICK GLASSLAM SAFETY PLUS II LAMINATED GLASS (3/16" AN/0_t"
POLYURETHANE POLYMER/3/16" AN)
OPTION 2: 7/16" THICK OLDCASTLE STORMGLASS LAMINATED GLASS (3/16" AN/0.075"
STORMGLASS/3/16" AN)
OPTION 3: 7/16" THICK SENTRY GLASS PLUS LAMINATED GLASS (3/16" AN/0.09"
SG/3/16" AN)
0.009 PT SECURED WITH
RANDOM BEADS OF BOSS-�
GS1 OR DOW 995 SILICONE
-OPTION 1: MDF (MEDIUM —
DENSITY FIBERBOARD) PANEI
OPTION 2: EASTERN WHITE
PINE PANELS OR OTHER
APPROVED WOOD PER NOTE
BELOW MATERIAL UST
IXTERIOR
—� I— 1/2" MIN.
GLAZING DETAIL 06"_
SCALE: 1/2 FULL
995 SILICONE
1/2"
MIN. 62
BITE
3
GLAZING DETAIL "3"
SCALE: 1/2 FULL
1/8" TEMPERED GLASS
r3/8" CONTINUOUS
SWIGGLE SEAL BY
TRUSEAL
1/2" MIN. BITE
�DOW 995
SILICONEPINE
7/8" MIN. BITE
EXTERIOR 62 _ EASTERN WHITE
1 3/1 fi" .MIN. OR OTHER PANELS
GLAZING DETAIL "¢" APPROVED
SCALE: 1/2 FULL WOOD PER
NOTE BELOW
MATERIAL UST.
1/4" STAPLES THROUGF
GLAZING FIN INTO JAMB
(1 ROW AT 1" O.C.)
3/4" MIN. WITH WOOD PANELS;
1 1/4" MIN. WITH MDF PANELS 11 1
-3/8' MIN. WITH WOOD PANELS;
5/8" 'MIN. WITH MDF PANELS
--I I-- 1/2" MIN.
GLAZING -DETAIL--"7"
SCALE 1/2 FULL
BOSS GS1 OR DOW
995 SILICONE
1/2" MIN_ BITE
0.009 PT SECURED WITH
RANDOM BEADS OF BOSS
BOSS GS1 OR DOW GS7 OR DOW 995
995 SILICONE EXTERIOR SILICONE EXTEND 1/2"
A 7A 8B UNDER STOP AND SECURE
EASTERN.WHffE PINE TO JAMB WITH SILICONE.
PANELS OR OTHER 3/tfi^I 3/4'
APPROVED WOOD PER
- NOTE BELOW_MATERIAL------1 3/4" -- -
'JII
- -
GLAZING DETAIL "8"
�`ti.,ec�t3����Jiji
: •�'• ' .3'ji�
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z
m
0
0
a
c�
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0
0
3
0
0
0
m
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rn�¢Ll
o
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33�'1
0
N
SHEET N0.
8 OF 10
i 4.562
T I 0.750
1.249
L 0.500
�--- 2.441 ----��
O1 FIXED PANEL & ADA DOOR JAMB
D MIN STANDARD
. 0.875
(1.500 STANDARD
MIN. FOR T-
SIDELIGHT FRAME
WIDTH
WIDTHS 33 1/2"
& LESS) 2.1 B7
0.750
1.680
L
5A FIXED PANEL
STILE
� kx-�
4.562
0.750
1.249
L -L 1
0.500
f 2.441--�
OOPERABLE DOOR JAMB
0.375
1.875
3.750
1.875
2.500 MIN. f-- 2.000 --1
STANDARD
(1.500 MIN. FOR O STRAGAL
SIDELIGHT FRAME
WIDTHS 33 1/2"
& LESS)
T- 1.19s
1.680 0.619 � 0 47 `
L1.412 0.410
56 TDL FIXED o.579
PANEL STILE -�-
11 GLAZING BEAD
0.715
T
0.94319134
14 GLAZING BEAD
`-- 4.500 MIN.
1.680
7A STANDARD HINGE &
LOCK STILE
1.687
4.500
MIN,
ti
3A STANDARD
TOP RAIL
f -- 4.500 MIN. -I
0.619 -�
r 7.680
7B TDL HINGE & LOCK
STILE
1.404 0.439
0.293�
12 GLAZING BEAD
(USED WITH EYEBROW
SHAPED RAILS)
1 0.715
0.619 i��
I 0.437 115 GLAZING BEAD 17 GLAZING BEAD
J-- 1.687 --i
4.500
MIN.
0.619
3B TDL TOP RAIL
3.000 MIN.
(4.500" MIN. IF A
CORNERED MID RAIL)
1.680
L
8A STANDARD MID RAIL
7.000
MIN.
'-1-687-
4A STANDARD
BOTTOM
RAIL
3.000 MIN.
(4,500" MIN. IF A
CORNERED MID RAIL)
�---
1.000
L_ 1.395
--� 0.965
0.619 :: 0.619
1.66D
13 GLAZING BEAD
8B TDL MID RAIL
0.715
T
--I I -I 0.504
IL
1.349
19
❑� �LI
04217
18 GLAZING BEAD 19 GLASS STOP
0.619
7-000
MIN.
I -1.687 --I
46 TDL BOTTOM
RAIL
h-- 1.760 --{
4.375
MIN.
9OWOOD
MULLION
-I-0.250
4.000
10 MULLION
BAR
-
--
-0.375 11.000
01/8" (TYP.)
0.7506
t`V''
0.501
.00
gl),.6
0.500w1250
Lo
co1.000
2.437
3.375
2.437
- 0.500
zu
20 ACTIVE PANEL CORNER REINFORCEMENT
0.3750
4.187
21 IN PANEL CORNER REINFORCEMENT
2.437
0.500
'�ad6 '......••. 'y✓��`s
'�o,1M ?�pR
THICKNESS = 1/8"
THICKNESS = 1/8
%%�
1101111 O
U tz N
7=Edroo
O N N
it LD
U �Faov
0
o z4��m
U
d f5
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0
T NO.
OF 10
IILM DESCRIPTION I MANUFACTURER/NOTES I REM ITEM DESCRIPTION
22
26
BEAD - _
• WOOD
8.000
BEAD
• WOOD
BEM
- WOOD
❑ ED ® ED
THICKNESS = 1 8"
1.250
BEAD
WOOD
BEAD
° WOOD
JF. PLATE .044• X 4.00' X B.00')
GALVANIZED STEEL NOT REO'D WITH CURVED JAMBS
BEAR
• WOOD
22 ACTIVE PANEL CORNER REINFORCEMENT
BEAD
• wool)
OP
- WOOD
B.000
LNEL CORNER REINFORCEMENT
STAINLESS STEEL - TO BE USED WBH ANY OF THE LOCK SYSTEMS
PANEL CORNER REINFORCEMENT
STAINLESS STEEL - TO BE USED WITH ANY OF THE LOCK SYSTEMS
ED B3 ❑ ®
THICKNESS = 1 8"
T
1.250
WEL CORNER REINFORCEMENT
BRASS OR STAINLESS STEEL - TO BE ONLY USED WITH
FUHR LOCKS (BENS 3613 & 378)
PANEL CORNER REINFORCEMENT
BRASS OR STAINLESS STEEL - TO BE ONLY USED WITH
FUHR LOCKS (ITEMS 36B. & 37B)
WE PLATE
STAINLESS STEEL - TO BE USED WITH ANY OF THE LOCK SYSIEM.S
23 "INACTIVE PANEL CORNER REINFORCEMENT
IIKE PLATE
STAINLESS STEEL - Tor BE USED WITH ANY OF THE LOCK SYSTEMS
- 8.000
2.563 - 1.938 01/4"
0.938 (TYP.)
SILL STRIKE PLATE
BRASS OR STAINLESS STEEL - TO BE ONLY USED WITH
FUHR LOCKS (ITEMS 368 & 378)
1 CLIP
IS GA. GALVANIZED STEEL
SHOLD
HAGAR 401-S
1RESHOLD
IMPERIAL 50CW; TO .BE USED WNH ITEM 30
SILL
W; ITEM 29
0.625 ® 1.125
0.250 0 5
0.375
0.313 1.250 ^--- 2.250 2.250 - 1.250
0.500 OHEAD STRIKE PLATE
25
THICKNESS
I THRESHOLD
6063-175 ALUMINUM
_D FILLER
I POPLAR
HARDWARE
BUTT HINGE
PENROD MH40AUPC STEEL
BALL BEARING HINGE
BRASS
PENROBALDWI M041 BTP(BRASS)
BALL BEARING HINGE
BALDWIN 1041 BRASS
BALL BEARING HINGE
PENROD MH4088PC STEEL
ACTIVE PANEL LOCK SYS.
HOPPE HLS9000 ROUNDBOLT SHOOTBOLT
INACTIVE PANEL LOCK SYS.
HOPPE HLS9000 SHOOTBOLT
I 43
I 44 T IVTE PANENLFI LICnK-OANFAPc cv. c �NrnHRn.oI2-PNTTno.
FUHR
50
NOT WOOD USED IN TESTING WAS EASTERN WHITE PINE WITH A SPECIFIC GRAVITY OF
G = 0.36 AND A MODULUS OF ELASTICITY OF E = 1.200,000 PSI. OTHER WOOD
SPECIES APPLICABLE FOR USE WITH THIS PRODUCT ARE THOSE WITH A SPECIFIC
GRAVITY OF 0.36 AND MODULUS OF ELASTICITY OF 1,200.000 PSI OR GREATER.
ALL WOOD IS MINIMUM GRADE 2 MILLED BY SIGNATURE DOOR INC. TO SELECT.
0.250
0.641 2.314 0.641
�T 0.375
0.813 1.281
0.437
T- 0.469 2.296
03/16"
4.593 (TYP.)
24 SILL STRIKE PI ATE
THICKNESS = 3/32"
8.000 -
ED 0 Q 1.625
THICKNESS = 1/8"
26 HEAD & SILL STRIKE PLATE
1
6.500 MIN.
TI -
1.625
27 MUTING C THICKNESS =OI044"
0.5F1-5-
I5.014-I
28 ADA THRESHOLD CF777�a 093
i_ 0627 II
i---- 4.500 ---I f� 2.531---I
29 OUTSWING THRESHOLD
1.130�0.051- 1.753
1 �
rO:.29!8 I--- 3.090 ---{
- I I - 0.060 1.110 90
5.244 - - -�I- 1 -
31 ALUMINUM THRESHOLD 32. THRESHOLD FILLER
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