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' FL #
FE'16! -
Application Type
New
Code Version
2010
Application Status
Validated
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
i
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who
developed the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
0
,Kolbe,,Wlndows ancJ gDoors.W_aa a
1323 S. llth Ave.
Wausau, WI 54401
(715) 842-5666
NLonsdorf@kolbe-kolbe.com
Nicole Lonsdorf
NLonsdorf@kolbe-kolbe.com
Sue Schreiber
1323 S. 11th Ave.
Wausau, WI 54401
(715) 847-0736
SSchreiber@kolbe-kolbe.com
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report - Hardcopy Received
Warren W. Schaefer„ P.E.
PE-44135
Window and Door Manufacturers Association
05/30/2018
Terrence E. Lunn,_ PE
p Validation Checklist - Hardcopy Received
FL16521 RO COI Certification of Independence, pdf
Standard Year
TAS 201 1994
6s LL E. S fi OFF G CMEC 39 PA.
7AP'PROVED
AR#DI111105
® REVISE & RESUBMIT
® APPROVED AS CORRECTED ® REJECTED
This reviem is only for general conformance YAth the design concept of the 1
project and general compliance e!Eih the information given in the coe'=zct
documents. Corrections or comments made on the shop d.^ : 4igB during
this review do not rali'vs slha ccstractor from compliance vitii� the require-
ments of the plans and speci cations. App.-oval of a specific item shall not
include approval of an assembly of v-1hlctr tiro item is a campanent. Con-
tractor is responsible for. Dimensions to be confirmed and corrlated at the
job site; lnfcrmation that pertains solely to the fob ication processes or to
(ke means, methods, techniques, sequences and pmeadures of construc-
tion: coordination of the work of all other trades: and for performing all work
i) a sale and satisfactory manner.
PATE= — j
� r BY:
_,
TAS 202 1994
J TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/12/2013
Date Validated 08/14/2013
summary of Products
FL.#
Model; -Number or Name
Description
y16521 1 �_''
Ultra';Manor Se�iesrImpacVDo?r,
ppClad Impact Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16521 RO II 1830.12df
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, pressure, assembly and installation
FL16521 RO AE WWS-216.pdf
requirements are to be as specified in the attached
Created by Independent Third Party: Yes
drawing No. 1830. 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.
16521.2
Ultra Manor Series Non -Impact
Clad 'Non -Impact Door
Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16521. RO II 1831.12df
Approved for use outside HVHZ: Yes
Verified By: Warren W. Schaefer, P.E.. 44135
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other:°Door size, pressure, assembly and installation
FL16521 RO AE WWS-217 pdf
requirements are to be as specified in the attached
Created by Independent Third Party: Yes
drawing No. 1831. Job required design windpressure
shall be calculated in accordance with the Florida
Building Code Chapter 16 and ASCE 7 Minimum Design
Loads for Buildings and Other Structures.
16521.3
Wood Manor'Series Impact Door
Wood Impact Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16521 RO II 1832.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, pressure, assembly and installation
FL16521 RO AE WWS-218.pdf
requirements are to be as specified in the attached
Created by Independent Third Party: Yes
drawing No. 1832. 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"
prod uct.
16521.4
Wood Manor Series Non -Impact
Wood Non-Impact'Door
Limits of Use installation Instructions
Approved for use in HVHZ: Yes , FL16521 RO II 1833.pddf,
Approved for use outside HVHZ: Yes Verified By: Warren W. Schaefer, P.E. 44135
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Door size, pressure, assembly and installation FL16521 RO AE WWS-219.pdf
requirements are to be as specified in the attachedCreated by Independent Third Party: Yes
drawing No. 1833. 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.
Back Next
The State of Florida is an AA/EEO employer. Convrlaht 2007-2010 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 mall 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:
eCk M
Care— tSCArFE
� i t
i
I mnzeeffictently ite fal!-
BCIS Home § Log In User Registration j Hot Topics 1 Submit Surcharge I Stats & Facts t Publications FBC Staff j BCIS Site Map I Links j Search
Product Approval
90 USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
FL16521
New
2010
Validated
L7
Kolbe Windows and Doors - Wausau
1323 S.11th Ave.
Wausau, WI 54401
(715) 842-5666
NLonsdorf@kolbe-kol,be.com
Nicole Lonsdorf
NLonsdorf@kolbe-kolbe.com
Sue Schreiber
1323 S.11th Ave.
Wausau, WI 54401
(715) 847-0736
SSchreiber@kolbe-kolbe.com
Exterior Doors
Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
p Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who
developed the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Warren W. Schaefer, P.E.
PE-44135
Window and Door Manufacturers Association
05/30/2018
Terrence E. Lunn, PE
❑ Validation Checklist - Hardcopy Received
FL16521 RO COI Certification of Independence.pdf
I
Referenced Standard and Year (of Standard) Standard
TAS 201
Year
1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/12/2013
Date Validated 08/14/2013
Summarv,of=Products, - ;. _:.• ..:,.. -.. . ;.. ..: •• ; ..; ... , � , �
FL 4.,
Modeli,.:Numbdior Name
Description
16521.1
Ultra Manor Series Impact Door
Clad Impact Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16521_RO II 1830.odf
Approved for use outside HVHZ: Yes
Verified By: Warren W. Schaefer, RE 44135
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design. Pressure: N/A
Evaluation Reports
Other: Door size, pressure, assembly and installation
FL16521 RO AE WWS-216.pdf
requirements are to be as specified in the attached
Created by Independent Third Party: Yes
drawing No. 1830. 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.
16521.2 - ".
Ultra• Manor Series Non -Impact.
Clad Non-Impacts_Door
- =
Door
Limits of Use
in HVHZ:�Yes
Installation Instruc1jo�dnfs
-,-
FL61R`I183:_Approvedor.use
-`..
Approved Tor use.outside HVHZ Y,es _
- -
Verified Byc Warren' W. 'Schaefer, P E 44135
Impact Resistant No " :`
Created by Independent_Third`Party Yes.=_ _
Design Pressure N/A
-Other ":Door size, pressure, assembly and installation
requirements are to be -as specified in the attached -_
Evaluation Reports =-
FL16521 RO 'AE' WWS 21-7 Odf
Created by Independent_Third Party Yes -- -
drawing No. 1831., Job required design,wind -pressure
shall, be°calculated in accordance With =the Florida r . •
=_
Building Code Chapter16 and ASCE�7'Minimum Design s
Loads for Buildings and, Other Structures
16521.3
Wood Manor Series Impact Door
Wood Impact Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16521_RO II 1832.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, pressure, assembly and installation
FL16521 RO AE WWS-218.pddf.
requirements are to be as specified in the attached
Created by Independent Third Party: Yes
drawing. No. 1832. 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.
16521:4 `_ ,
Wood Manor Series. Non -Impact
Wood Non=Impact Door _
`Door
:Limits of Use
-Approved for use in HVHZ:,Yes
;Approved for use outside HVHZd Yes
-
-Impact No:
Design Pressure: N/A
Other: Door size,- pressure, assembiy and installation L ,
requirements • are to -be as specified Inthe-attached
drawing No .1.833 Job-requireddesign Wind -pressure
shall be<calculated In accordance with -the Florida,
Building _Code- Chapter, 16 and ASCE 7:Mimum Design_
'Loads`for Buildings and-. Other Structures._= -
Bac
The State of Florida is an AA/EEO employer. Copyright 2007-2010 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:
99
M
W. W. Schaefer Engineering & Consulting, P.A. (CA #6809)
7480 150`h Court North
Palm Beach Gardens, FL 33418
Phone (561)744-3424
ENGINEER'S EVALUATION REPORT #WWS-216
Prepared for:
Kolbe & Kolbe Millwork Co., Inc.
1323 South 111h Ave.
Wausau, WI 54401
Phone: 715-842-5666
Prepared by:
Warren W. Schaefer, P.E.
Florida Professional Engineer #44135
Manufacturer: Kolbe & Kolbe Millwork Co., Inc.
Product Category: Doors
Evaluation Method: 1-D (Engineer's evaluation)
Product model & name: Ultra Series Manor Impact Door
Documents that must accompany this report:
1. W. W. Schaefer Engineering & Consulting drawing No. 1830
Door size restrictions and assembly requirements:
See drawing No. 1830
Maximum allowable design pressure:
See drawing No. 1830
Installation requirements:
See drawing No. 1830
Code compliance:
Code section(s) considered with this evaluation:
Sections 1715 & 2411
Wood Coatings:
All wood members shall be of an approved durable species or be treated in an approved
method with an approved preservative per Florida Building Code section 2326.
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 applicable to the testing of these doors:
TAS-201, 202 & 203
Test Laboratory & test report numbers: Stork Twin City Testing Corporation report number 06-
30303.01; Element Material Technology (Previously named Stork Twin City Testing
Corporation) report number ESP012542P-1385
General report notes & system limitations:
l . All size & installation conditions shown in this report and the referenced drawing No. 1830
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 large missile impact rated for use in wind zone 4 & missile level "D"
locations and need not be shuttered.
Quality Assurance Entity: Window & Door Manufacturers Association (WDMA)
Warren W. Sch r, P.E.
Florida P.E. # 35
.44135 m �
GENERAL NOTES
1. THESE DOOR SYSTEMS HAVE BEEN TESTED, ANAL"ZED & APPROVED FOR BEEIGM PRES.IIRES NOT TO FXCEF.D TFOSE SFOWN IN
THE 'ALLOWABLE DESIGN PRESSURE TABLE(S)-.
2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WHO L040S TO THE
STRUCTURE.
3. ALL HARDWARF A, FASTENFRS SHALL BE W ACCCRDNCE WWTIA THESE DRAWINGS & SHALL NOT VARY UNLESS SPECIFICALLY
MENTIONED ON THE DRAWINGS SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO.
4, THESE DOOR SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING
CODE (FEC) INCLUDING HIGH VELOCITY HURRICANE ZONES (hMHZ) & ARE LARGE MISSILE IMPACT RATED.
5. IMPACT SHUTTERS ARE NOT REOUIRED WITH THESE DOORS.
B. ALL ANCHORS SECURING DOOR FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTNG
CORROSION CAUSED BY THE PRESSURE TREATING CHEWCALS IN THE WOOD.
7. DETERMINE THE POSITIVE & NEGATIVE DESIGN LDAOS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE
GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDIFL;
CODE, A DIRECTIONALLY FACTOR OF XD = O.B!, MAY BE APPLIED PER THE ASCE-7 STANDARD.
B. MATERALS, INCLUDING BUT NOT UNITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL
MEET THE REQUHREMENTS OF FLORIDA BUILDING CODE CHAPTER 20.
9. TO THE BEST OF OUR KNOWLEDGE, THE BOORS SHOWN HEREIN ARE QUALITY ASSURED BY A FLORIDA STATE APPROVED
CERTFlCATON/QR ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE 9N-3 FLORIDA BUILD114G COMMISSION
SPECIFICATIONS. THESE DRAWINGS SHOW ALL APPUCABLE ELEVATION, COMBINATION, INSTALLATION & COMPARATIVE ANALYSIS
CONDITIONS AS DETERMINED THROUGH TESTING & ENGINEERING RATIONAL ANALYSIS. DOOR ASSEMBLY SHALL BE IN ACCORDANCE
WITH THESE DRAWINGS, THE MANUFACTURER'S QUALM ASSURANCE SPECIFCATIONS & TESTING REPORTS.
10. CERTIFICATION OF THESE DOORS SHALL BE CONSIDERED VOID IF TILL", ARC INSTALLED WITHOUT A BUILDING PERMIT FROM THE
APPLICABLE LOCAL BUILDING DEPARTMENT OR IF THEY ARE INSTALLED BY ANYONE OTHER TWIN A UCENSED CONTRACTOR
D(PERENCED WMI DOOR INSTALLATIONS
IT. ALL WOOD MEMBERS OF DOORS THAT MAY POSSIBLY COVE INTO CONTACT WITH MASONRY OR CONCRETE SUBSTRATES, 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 W1TH AN APPROVED PRESERVATIVE PER FBC SECTION 2326.
EVALUATION OF THIS PRODUCT IS BASED ON APPLICABLE SIANDARDS AND/OR
INFORMATIDN & RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING
CODE VERSION CONSIDERED WITH THIS EVALUATION WAS THAT IN FORCE AT TIRE TIME
OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDITES OR IN
THE EVENT THAT NEW OR ADDRIGNAL TESTING IS COMPLETED ON THIS PRODUCT,
FRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL
CONFIRM WITH THE EVALUATION ENGINEER OF RECORD TART EVERYTHING SPECIFIED
HERE -IN IS CURRENT WITI ALL CURRENT TESTING, CODES AND APfVMLE
STANDARDS.
FRAME ANCHOR REQUIREMENTS TABLE
OPENING TYPE
(SUBSTRATE)
FRAME/HINGE/STRIKE/CLIP TO
OPENING FASTENER TYPE
MINIMUM
EMBED
MINIMUM
EDGE DIST.
FRAME SCREWS
MIN. 2X4 WOOD FRAME OR BUCK
(MIN. GR. 3 & G=0.55)
N0. 10 SINS OR WOOD SCREW
1 1/4"
3/4"
MIN. 18 GA. 33 KSI METAL STUD
NO. 10 GR. 5 SELF TAP/DRILL SCREW
FULL
1/2"
MIN. 1/8" THK A36 STEEL
NO. 10 GR. 5 SELF TAP/DRILL SCREW
FULL
1/2"
MIN. 1/8" THK 6063-T5 ALUM.
NO. 10 GR. 5 SELF TAP/DRILL SCREW
FULL
1/2"
MIN. C-90 CIVIL
(1) 1/4" CONCRETE SCREW
1 1/4"
2"
MIN. 2500 PSI CONCRETE
(1) 1/4" CONCRETE SCREW
11 1/2"
1 2"
MIN. 2X4 WOOD FRAME OR BUCK
(MIN. GR. 3 & G=0.55)
NO. 10 SMS OR WOOD SCREW
1 1/4"
3/4"
MIN. 18 GA. 33 KSI METAL STUD
NO. 10 GR. 5 SELF TAP/DRILL SCREW
FULL
1/2"
MIN. 1/B" THK A36 STEEL
NO. 10 DR. 5 SELF TAP/DRILL SCREW
FULL
1/2"
MIN. 1/8" THK 6063-T5 ALUM.
NO. 10 GR. 5 SELF TAP/DRILL SCREW
FULL
1/2"
MIN. C-90 CMU
(1) 3/16" CONCRETE SCREW
1 1/4"
2"
MIN. 2500 PSI CONCRETE
1 (1) 3/16" CONCRETE SCREW
11 1/2"
1 2"
INSTALLATION CLIP SCREWS
MIN. 2X4 WOOD FRAME OR EUCK
(MIN. OR. 3 & C=0.55)
N0. a SMS SCREW
1 3/8"
1/2"
MIN. 18 GA. 33 KSI METAL STUD
NO. 8 GR. 5 SELF TAP/DRIII. SCRFW
FULL
1/2"
MIN. 1/8" THK A36 STEEL
NO. 8 GR. 5 SELF TAP/DRILL SCREW
FULL
1/2"
MIN. 1/8" THK 6063-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.), ITW
RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON 11 (CS OR S.S.).
MAY NOT BE USED FOR ThE ASSEMBLY
,TION OF ANY OTHER PRODUCT NOR NAY
M
74 7/8" MAX. FRAME WIDTII
STRIKE SCREWS INTO SUBSTRATE (3
PER STRIKE PLATE). SEE "FRAME
ANCHOR REQUIREMENTS TABLE" ON
THIS SHEET FOR SCREW
REQUIREMENTS (HEAD & SILL)
6" MAX.I
"6" 6"" A
NAIL FIN AND
I
%
34
FRAME SCREWS
ANCHORING OF NAIL
FIN IS OPTIONAL
STRIKE
I OR INSTALLATION
&
SHALL NOT ACT AS
SUBSTITUTE
D
PUTS
OPPOSITE
CUPS WHERE
SHOWN. SEE
'FRAME
A FOR C
= THE FRAME ANCHORS 8
co
1C
v g
ANCHOR
v REQUIREMENTS
v 8
w o SPECIFIED. FIN MAY
=
ACTIVE
INACTIVE
TABLE' ON THIS o
o BE REMOVED WHEN
SHEET FOR
s REOUIRED BY I
I REQUIREMENTS.
c OPENING CONDITIONS
¢
m HINGE SCREW INTO
65 67 68
0
SUBSTRATE (2 PER
HINCE
64
m TOP & BOTTOM HINGE;
\
HANDLE
¢
°O 1 PER INTERMEDIATE
HINGE). SEE *FRAME
m ANCHOR RFOUIRFMENTS
TABLE" ON THIS SHEET
FOR SCREW
LOCK
34
STRIKE
LOCK /
26 5/8"
MAX
-
REQUIREMENTS.
rur
/ D.L.O.
6" MA
HINGE REQUIREMENTS
(ALL DOOR CONDITIONS)
4 PER PANEL
(ALL DOOR SIZES)
ALLOWABLE DESIGN PRESSURE
(ALL DOOR CONDITIONS)
DOOR FRAME HEIGHT
POSEME
NEGATIVE
82.6" OR LESS
70 PSF
70 PSF
TALLER THAN 82.6'
165 PSF
165 PSF
EXTERIOR ELEVATION:
DOUBLE RECTANGULAR DOOR
SCALE: 1/2" = l'-0"
�— SEE CORNER
CONSTRUCTION
DETAILS ON
SHEET 6
OSO®09611g•Q'�
iELo
��j,((p���a�
® AA t ®d
6.
-C.3oyary csosa=
resew 't 'Q o°zs
0
v 2 % CDYGo co .
m
z
GO
0
Y
cz
C0
4
SWEET NO.
1 OF 12
V
38 1/8" MAX.
FRAME WIDTH
A
6" MAX.T�— 7 SIA�LAR -" I 6" MAX.
6" MAX.
STRIKE SCREWS INTO SUBSTRATE (3 PER
STRIKE PLATE). SEE "FRAME ANCHOR
REQUIREMENTS TABLE" ON SHEET I FOR
SCREW REQUIREMENTS (HEAD & SILL)
1 6", 6"1
6" MAX.
NAIL FIN AND
ANCHORING OF NAIL I
FRAME SCREWS OR
I INSTALLATION CUPS
FIN IS OPTIONAL &
SHALL NOT ACT AS
cg
STRIKE
PLATE
WHERE SHOWN. SCE
-FRAME ANCHOR
34
A SUBSTITUTE FOR C
THE FRAME ANCHORS 8
/ E
REQUIREMENTS NAIL FIN AND
v TABLE" ON SHEET 1 11n 1- ANCHORING OF NAIL FIN
STRIKE
PLATE
w o SPECIFIED. FIN MAY
�8
AC7NE
FOR REQUIREMENTS. o IS OPTIONAL & SHALL
/
\PPosrrE
= Jo BE REMOVED WHEN
n = o NOT ACT AS A C
D
C
s REQUIRED BY
65 67
v w d SUBSIIRITE FOR THE g
g
g
a OPENING CONDITIONS
I
68 82
s FRAME ANCHORS
STRIKE SCREW INTO SPECIFIED. FIN MAY BE
ACTNE
INACTIVE
HINGE SCREW INTO
HINGE tx�c
SUBSTRATE (2 PER C5 REMOVED WHEN
s SUBSTRATE (2 PER
r
64
&LE
TOP, BUITOM & X m REQUIRED BY OPENING
65 67 68
TOP & BOTTOM HINGE;
INTERMEDIATE SIDE a CONDITIONS
HINGE
63
/
m i PER INTERMEDIATE
26 5/8"
JAMB STRIKES). SEE n HINGE SCREW INTO
wNCLE
HINGE). SEE "FRAME I
MAX.
"FRAME ANCHOR ^ °D SUBSTRATE (2 PER TOP
c
rn ANCHOR REQUIRFMFNTS
D.L.O. 57
REQUIREMENTS & BOTTOM HINGE; 1 PER
\ 62
fi4
TABLE" ON SHEET I
\ STRIKE
TABLE" ON SHE 1 INTERMEDIATE HINGE).
\tCCK
LOCK
FOR SCREW
58 PLATE
FOR SCREW SEE "FRAME ANCHOR
34
5%8"
REQUIREMENTS.
STRIKE
REQUIREMENTS. RFOUIREMENTS TABLE"
paw \
MAX.
/ D.l 0.
PLATE
ON SHEET I FOR SCREW
REQUIREMENTS.
i
s^ MAX.
EXTERIOR ELEVATION:
74 7/8" MAX. FRAME
SINGLE RECTANGULAR DOOR WIDTH
—
SINGLE 1/2" = V-0" EXTERIOR ELEVATION:
DOUBLE EYEBROW TOP DOOR
SCALE: 1/2" = 1'-O'
D SHAPES
FIXED PANEL DOORS
THIS SHAPE MAY BE
USED AS AN OPERABLE
DOOR ONLY IF SPRING
LINE HEIGHT ABOVE SILL
IS 80" OR MORE
NOTES:
1. 0111ER SIIAPE.S MAY APPLY PRWIDINC THEY ARE SIVRAR TO THOSE SHOWN, A HAVE CORNER
CONSTRUCRON AS OESCRIEED IN THIS DRAWING.
6° MAX.
6" MAX.
0
o
=
v
FRAME SCREWS
OR INSTALLATION o
CLIPS WHERE
SHOWN. SEE
FRAME ANCHOR
REQUIREMENTS
x ¢o
TABLE' ON
SHEET 1 FOR
REQUIREMENTS. <
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mm
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o eta Ct -scti,
No
v
Quo'
L
z
4
T NO.
OF 12
STRIKE SCREWS INTO SUBSTRATE (3
PER STRIKE PLATE). SEE "FRAME
ANCHOR REQUIREMENTS TABLE' ON
SHEET I FOR SCREW REQUIREMENTS
(HEAD & SILL)
L 6"I 6"I
t NAIL FIN AND ANCHORING OF NAIL—�� / \
FIN IS OPTIONAL & SHALL NOT
ACT AS A SUBSTITUTE FOR THE 34
FRAME ANCHORS SPECIFlED. FIN STRIKE
MAY BE REMOVED WHEN REQUIRED / / PLATE \
rr BY OPENING CONDITIONS
c�
w d / ACTNE INACTNE
xa OPPOSITE
C D C
X c 8co
8 v 8
s HINGE SCREW INTO 65 67 68��
SUBSTRATE (2 PER TOP & xLUSE
N m BOTTOM HINGE; 1 PER
INTERMEDIATE HINGE). SEE I 62 63
rn "FRAME ANCHOR ILCK LOCK /
REQUIREMENTS TABLE" ON 34 26 5/8"
SHEET 1 FOR SCREW 34
REQUIREMENTS. I RI / D.L.O.
6" MAX. I-- --�
74 7/8" MAX. FRAME WIDTH
EXTERIOR ELEVATION:
DOUBLE HALF ROUND TOP DOOR
SCALE: 1/2' - 1'-O'
FRAME SCREWS
OR INSTALLATION
CUPS WHERE
SHOWN. SEE
"FRAME ANCHOR
REQUIREMENTS
TABLE" ON
SHEET 1 FOR
REQUIREMENTS.
17" MAX. O.C.
(SIDES & HEAD)
I�
3B 1/8" MAX.
~
FRAME WIDTH
6" MAX.
6 I
6" MA)
6" MA
I
/
SIMILAR
FNAILAND
SIMILAR
B
B
7
v 7
v
i
w ANCHOR] NG OF
FlXED
_ NAIL FIN IS
�-
OPTIONAL &
FRAME SCREWS --
SHALL NOT ACT
OR INSTALLATION
`¢
4 > AS A I
CLIPS WHERE
SUBSTITUTE FOR
SHOWN. SEE
L5
THE FRAME
"FRAME ANCHOR
ANCHORS
REQUIREMENTS
SPECIFIED. FIN
TABLE" ON
MAY BE
co REMOVED WHEN
SHEET 1 FOR
REQUIREMENTS.
REQUIRED BY
OPENING
CONDITIONS
6" MN
I � I
6" MAX. EXTERIOR ELEVATION:
SINGLE FIXED PANEL DOOR
- 6" MAX. SCALE: 1/2" = t'-o•
RECTANGULAR FIXED PANEL SHOWN, SHAPED
FIXED PANEL UNITS ALSO APPLY PROVIDING
THE HEADS OF THOSE UNITS ARE INSTALLED
WITH THE SAME ANCHOR SPACING AS
SPECIFIED FOR THE SIDES (12" MAX. O.C.)
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3 of 12
38 1/8" MAX. — 38 1/8" MAX.
FRAME WIDTH 74 7/8 MAX. FRAME WIDTII FRAME WIDTH
1/4"
3' 3`
2
2
M
PD
m
W
/
\ OPPf IIE
F
9
c
v
FIXLD
ACTIVE
INACT]VE
FlXED
N0. 1110 LONG
HINGE SCREW
TO FULLY
PENETRATE
SEE SINGLE
MUU 1014
UNIT
REINFORCEMENT
ELEVATIONS
BAR PER
FOR FRAME
/
TOP &
&
ANCHOR
BOTTOM
REQUIREMENTS
/
HINGE; 1 PER
& POSITIONS
INTERMEDIATE
AROUND EACH
HINGE).
j
UNIT
MULJON END CLIP. ADDITIONAL FRAME
SEE MLJLUD14 END CLIP SCREWS OR
INSTALLATION DETAIL EXTERIOR ELEVATION: INSTALLATION CUPS
ON SHEET 6 FOR DOUBLE DOORS WITH FIXED PANELS WHERE SHOWN AT
REQUIREMENTS (TYP. _ MULUOPI ENDS_ SEE
AT HEAD & SILL)
SCALE: 1/2" - 1 0" "FRAME ANCHOR
(RECTANGULAR DOORS SHOWN, SHAPED DOORS ALSO APPLY. SEE REQUIREMENTS TABLE'
`APPROVED SHAPES" TABLE ON SHEET 2) ON SHEET 1 FOR
MULTIPLE UNIT NOTES: REQUIREMENTS.
1. FOR DETAIL NOT SHOWN, SEE INDMDUAL UNIT ELEVATIONS.
2. THERE IS NO LIMIT ON THE PLUMBER OF DOORS THAT MAY BE COMB114ED IN ONE DIRECTION
INTO ONE OPENING PROVIDING THE OPENING IS DESIGNED TO SUPPORT ALL LDADS TRANSFERRED "
FROM THE DOORS & THFIR MUIIIONS.
3. OXXO UNIT IS SHOWN. ALL OTHER FIXED/OPERABLE COMBINATIONS ALSO APPLY WITH THE
MULLION CONDITIONS SHOWN.
35 11/16`
MAX.
PANEL WIDTH
26 5/8"
PANEL
OPENING
EXTERIOR ELEVATION:
o
RAISED PANEL
SCALE: 1/2` = 1'-O"
RAISED PANEL NOTES:
1. SINGLE RAISED PANEL CONDITION SHOWN, MORE
THAN ONE 3AISED PANEL MAY EXIST IN A SINGLE
z
DOOR PANEL WHEN MULTIPLE MID -RAILS ARE USED.
a
2. PANEL ONLY IS SHOWN. FOR INSTALLATION INTO
FRAME, SEE OTHER ELEVATIONS.
y
3. THESE PANEL CONDITIONS APPLY WITH BOIH
w
OPERABLE &FIXED PANEL DOORS
Lu
4. RECTANGULAR CONDITION SHOWN, SHAPED
CONDITIONS ALSO APPLY.
5. VERTICAL MID -RAILS MAY BE USED BETWEEN
HORIZONTAL MID -RAILS AT -RAISED PANEL PROVIDING
RAIL SPAN DOES NOT EXCEED 25 5/8". 111
c�P�.`n°° °•.�
., cp ; �h r p
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41 M
W
m
O
W_
4 OF 12
74 7/8" MAX. FRAME WIDTH
II IIII IW0.0 834NUNDERSEE
SEPARATE DRAWING I IIII II
%II APPROVAL FOR DETAILS. III9
w_z I I
MULLION END CLIP.
w SEE MULLION END IIII CLIP INSTALLATION N0. 10 X 2" LONG STRIKE III
n a
n DETAIL ON SHEET fi SCREWS TO FULLY PENETRATE
a MULLION REINFORCEMENT BAR
FOR REQUIREMENTS III NO. 10 X 2 1/2" FRAME
= I (3 PER STRIKE PLAIE)
(TYP. AT JAMB IIII /� SCREWS 6" FROM WINDOW
ENDS) 1 1 " 1 Jllll CORNERS & 15" MAX. O.C.
1/4'
—
__ _
`
= ADDITIONAL FRAME
�
d
SCREWS OR
/
INSTALLATION CLIPS I
SIX(6) NO. 10 X 2"
w WHERE SHOWN AT
FRAME SCREWS 6" FROM
MULLION ENDS. SEE
ACTIVE
INACTIVE
DOOR CORNERS &
m "FRAME ANCHOR
EQUALLY SPACED
REQUIREMENTS
m TABLE" ON SHEET 1
x FOR REQUIREMENTS.
w
Q
� SEE SINGLE UNIT—\
ELEVATIONS FOR
FRAME ANCHOR
\
/
REQUIREMENTS &
m FOSQICNS AROUND
EACH UNIT
i
EXTERIOR ELEVATION:
DOUBLE DOOR WITH TRANSOM
SCALE: 1/2" = 1•-0"
(FOR ALL DETAIL NOT SHOWN, SEE INDIVIDUAL UNIT ELEVA'ION)
38 1/8" MAX.
FRAME WIDTH
v=��-
FFrr
3 GAUGE X 2" X
6" 6" GALVANIZED I II I I/ TRANSOM I Jill
O STEEL
w z RFINFORCEMENT WINDOW. SEE u
DRAWING NO. III
PLATE AT EACJill
I 1834 UNDER IIII
MULLION END. ND. SEPARATE
- a SLCURED TO FRAME APPROVAL FOR
0�a l °d MFMRF.RS WITH SIX I DETAILS
sx
w 2 16 GAUGE X 5 8"
z = CROWN STAPLES (3 I RIMILAR IIII
F = PER EACH FRAME). H
U~ r1/4' OR 0' 9 =
o '
�¢ ADDITIONAL FRAME I ja =`z' SCREWS OR
INSTALLATION CLIPS I /
m w 7 WHERE SHOWN AT
0 o MULLION ENDS. SEE /
w 'FRAME ANCHOR
w= r REQUIREMENTS
oz TABLE" ON SHEET 1 ACTIVE
FOR REQUIREMENTS. I /
c� o SEE SINGLE UNI I
=o ELEVATIONS FOR
FRAME ANCHOR
o REQUIREMENTS & \
w m POSITIONS AROUND \
oZ EACH UNIT
N0. 10 X 2 1/2" FRAME
SCREWS 6' FROM WINDOW
CORNERS & 15" MAX.- O.C.
NO. 10 X 2" FRAME
SCREWS 6' FROM DOOR
CORNERS & 15" MAX. O.C.
EXTERIOR ELEVATION:
SINGLE DOOR WITH TRANSOM
SCALE 1/2' = 1•-0'
(FOR DETAIL NOT SHOWN. SEE INDMDIIAL UNT ELEVATION)
(OPERABLE DOOR, SHOWN. FIXED PANEL DOOR ALSO APP444S)....
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ul
0
Y
3m
5 of
N0. 8 X 2(3 PER 1/z'
PFH SAS
CORNER)
5/8" X 5" WOOD
DOWELS (2 PER
CORNER) FULLY
GLUED INTO EACH
PANEL MENBER.
FRAME CORNER DETAIL
NOTE: FRAME MEETING SURFACES
ARE SEALEC WITH SILICONE.
1/2" X 1 1/2
FH S.S. UNC 13
T.P.I. BOLT
4 NO. 8 X 2 1/4" SCREWS (1 PER MULL END)
INTO WOOD FRAMING OR
BUCK; 4 N0. 8 GR. 5 SELF
TAP/DRILL SCREWS INTO
STEEL OR ALUMINUM
SUBSTRATE � p
0
.CLIP OPTION 1 -- o
END
STILE
TOP RAIL
PANEL TOP CORNER DETAIL
NOTE: STILE & RAIL MEETING SURFACES
ARE SEALED WITH SILICONE. CLAD JOINT
IS ALSO SEALED WITH SILICONE.
NO. 8 X 2 1/4"
PFH WOOD SCREW
(4 PER ANCHOR
PLATE)
NO. 8 X 1"
PFH SMS
(6 PCR CUP)
ADHESIVE
5/
DO'
CO
GLI
PAI
PANEL BOTTOM CORNER DETAIL
NOTE STILE & RAIL MEETING SURFACES
ARE SEALED WITH SILICONC. CLAD JOINT
IS ALSO SEALED WITH SILICONE.
NO.7 X58"
PFH SMS 2
PER CORNER)
CLIP OPTION 2 NOTE: CORNER OF CLAD
IS SEALED WITH SILICONE
(SEE CLIP OPTION 1 FOR CETAIL
NOT SHOWN)
N0. 8 X 3"
PFH SMS (3 PER
CORNER)
SILL CORNER DETAIL
NOTE: FRAME MEETING SURFACES
ARE SEALED WITH SILICONE.
MID —RAIL END DETAIL
NOTE: STILE & RAIL MEETING SURFACCS
ARE SEALED WITH SILICONE. CLAD JOINT
IS ALSO SEALED WITH SILICONE.
--NM SHIM AS REQUIRED WITH PLASTIC OR
COMPOSITE SHIMS TO FILL ANY VOID THAT
e MAY OCCUR BETWEEN THE CLIP AND.THE
SUPPORTING SUBSTRATE
Q ®o 0
o o 4 NO. 8 X 2 1/4" SCREWS INTO WOOD
o FRAMING OR BUCK: 4 NO. 8 GR. 5 SELF
REINFORCED MULLION END TAP/DRILL SCREWS INTO STEEL, ALUMINUM
CLIP INSTALLATION DETAIL OR METAL STUD SUBSTRATE, FOUR(4)
3/16" CONCRETE SCREWS INTO CM'J OR
(SIDE JAMBS NOT SHOWN FOR CLARITY) CONCRETE
ci
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3 to
v
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m oI
N
o Y n
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Hag r�a
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N I
SHEET NO.
6 O
STRIKE SCREWS PER - FRAME SCREW SUBSTRATE BY OTHERS FRAME SCREW
ELEVATION PER ELEVATION PER FRAME ANCHOR PER ELEVATION—
t:,REQUIREMENTS TABLE'
3/8" MAX. SHIM AT
EACH ANCHOR _
J� URALOCK GUJE]
SEALANT OTHERS BY f l Q V� I 0 HERIS BY
PLATE
EXTERIOR IL - I IEXTERIOR
SURSTRATF BY OTHERS
PER 'FRAME ANCHOR
R=OUIREMENTS TABLE"
I
3/8- MAX. SHIM AT
EACH ANCHOR
r-DURALOCK GLUE
SEE GLA7JNG I SEE GLAZING
DETAILS ON —DETAILS ON
\ THIS SHEET �E ` THIS SHEET
1 x 1
w FRAME SCREW
MOUNT SHOWN.
w SEE DETAILS
ON SHEET 10
FOR DIRECT
MOUNT & CUP
MOUNT DETAILS.
4 4
26 NAIL FIN IS 2B
83 NOT SHOWN
BUT MAY BE
USED IN
29 ADDITION TO 81
2 ANCHORS 17 86 O2
74 75 9 SHOWN.
STRIKE / 10 31
PLATE /Z D / a
SEALANT BY SEALANT BY
OTHERS OTHERS _
a.,
FRAME 45SCREW 1LL' t-w
STRIKE SCREWS' / 1/4" MAX ME/SILL
PER ELEVATION SECTION A ELEVATION R SHIM OR GROUT SECTION SCREW PER
SCALE: 1/2 FULL 7 SUBSTRATE BY OTIIERS 8 ELEVATION
/ SCALE: 1 /2 FULL 7
PER "FRAME ANCHOR
REQUIREMENTS TABLE"
SETTING BLOCK
AS REQ'D
1/2" MIN. BITE
78 77 NOVAGUARD M112 OR CE K
MOMENTIVE SILLPRUF SCS2000 -
EXTERIOR (BOTH SIDES OF GLAZING POCKET e
AND RACK FILLED UNDER GLASS)
0.040 1100-H14 ALUMINUM SHEET Z
0.010 POLY VAPOR BARRIER OR
PLI VAPOR BARRER
1.125 SOUP WOOD PANEL
1.475 OVERALL PANEL THICKNESS
TYPICAL GLAZING DETAIL
(RAISED PANEL CONDITION)
9/16" LAMINATED GLASS
Tr� (1/4" AN/0.09 DUPONT SG/1/4" AN)
/8 77 NOVAGUARD M112 OR GE
41 MOMENTIVE SILLPRUF
1/2" MIN. BITE 14 SCS2000
(BOTH SIDES OF GLAZING
POCKET AND BACK FILLED
Q
99 UNDER GLASS)
28 27 26 25
EXTERIORtt 3B 4 5 6
1� SETTWG BLOCK AS RED'D
TYPICAL GLAZING DETAIL
(MONOLITHIC GLASS CONDITION)
7/8" THICK I.G. GLASS (5/32"
TEMP. EXTERIOR; 5/15" SPACER;
(5/32' AN./ 0.09 DUPONT SG/
5/32" AN. INTERIOR)
78 77 —NOVAGUARD M112 OR GE
42 MOMENTNE SIL.PRUF
SCS2000
1/2" MIN_ B7E 15 (BOTH SIDES OF GLAZING $
POCKET AND BACK FILLED
°9 UNDER GLASS)
28 27 26 25 3A 3B 4 5 6 `Ze969941ov. v
EXTERIOR g'�Q�FEFZ r
100 SETTING BLOCK A�°R� ��°•° L
TYPICAL GLAZING DETAILz g� ,k �o oa
(I.G. GLASS CONDITION)
6aZ %moo:
1/4' MAX. Ada, co q%. Q
SHIM OR GROUT 'vm Jj °°•...,,.W'
ippool otat
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C3
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o L'
Y `Cp u
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� z¢ =LL7
B9nz
C>> m�
Nz�
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o I in
N
7 OF 12
3/8" MAX. SHIM Al _
_._.
FRAME WIDTH
-
EACH ANCHOR
85
7h 7B
3/8" MAX. SHIM AT
I
FRAME
DUP,ALOCK
EACH ANCHOR
WIDTH
GLUE
8 A 88
SUBSTRATE BY
82
SUBSTRATE By —
OTHERS PER
OTHERS PER
"FRAME ANCHOR :,"
IA 18
SEE GLAZING DETAILS
"FRAME ANCHOR ';
to 1B
REQUIREMENTS
ON SHEET 7
REQUIREMENTS
TABLE"
TABLE"
72
87 3A 3B
-
FRAME SCREW
FRAME SCREW
PER ELEVATION
I
PER ELEVA-ION
HINGE SCREW-4HINGE
PER ELEVATION F.
i
25 EXTERIOR
SCREW
PER ELEVATION
::
:, I , i
f�.
`:.,' .•. V
92
FRAME SCREW MOUNT
•:.'
.;.i,:...'.:::,.
^
SHOWN. SEE DETAILS
=
:J ; •::°.;
67 68
EXTERIOR
22 65 ON SHEET 10 FOR SEALANT BY
SEALANT BY OTHERS DIRECT MOUNT & CLIP OTHERS
MOU T DETAILS. ALTERNATE HINGE SECTION
SECTION C (ADJUSTABLE HINGE CONDITION)
SCALE: 1/2 FULL B NAIL FIN IS NOT SHOWN (FOR DETAIL NOT SHOWN, SEE SECTION C/8)
BUT MAY BE USED IN
(BUTT HINGE CONDITION SHOWN. FOR ADJUSTABLE HINGE CONDITION ADDITION TO ANCHORS
SEE THE ALTERNATE HINGE SECTION ON THIS SHEET) SHOWN.
31L9
SECTION D
SCALE: 1/2 FULL 8
FRAME WIDTH 3/8" MAX• SHIM AT
7B 7A 85 EACH ANCHOR
DURALOCK
88 8A GLUE
<—SEE
GLAZING DETAILS
ON SHEET 7
33 69 62 72
EXTERIOR
SEALANT BY
SECTION E
SCALE: 1/2 FULL 8
i. SUBSTRATE BY
OTHERS PER
"FRAME ANCHOR
REQUIREMENTS
TABLE"
FRAME SCREW
PER ELEVATION
STRIKE SCREW
PER ELEVATION
57 58
GFER *!ti°
m
;CC'.•
dye CiF,; �Q
U
z
o w
O
Y 40
3 ~_-4-Ln
tO
2?i N
ro
m o¢ I
J cn U) Lo
O Y N n
o
U W
Q om
� � Y
K
0
m
� zm
w
co z� Rex
6, 0�
gnv� oho
d U) E
o
a
8 OF 12
a
MITI I ION COVI
AS REQUIRED
NO, 10 X 2"
SCREW WITHIN 6"
NO. 10 X 2" SCREW
OF ENDS AND 12"
WITHIN 6" OF ENDS AND
MAX. O.C.
17" MAX. O.C.
NO. 8 X 1" SMS 3"
FROM ENDS AND AT
MULLION MID-S?AN
SEALANT BFTWFFN
NO. 10 X 2" HINGE EXTERIOR
MULLION & BEHIND
SCREW PER
MULLION COVER
ELEVATION
34A
SECTION F
SCALE: 1/2 FULL 9
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
GLAZING
j TRANSOM WINDOW
___cSEE
DETAII S ON
N0. 8 X 1" SMS
SEPARATE
SHEET
\ SHEEP 7
4 1/2" & 24"
FROM
LiUNDER
APPROVAL
�I
1
MULL ENDS
-NO. 10 FRAME
I I
I I
EXTERIOR
NO. 10 STRIKE
I ELEVATONER
SCRFWS PER
_ _
I
6
ELEVATION
_
n
26
—J - u u
n �
UL
�-T
MULLION & BEHIND
? IT
MULLION COVER
SECTION G
SCALE: 1/2 FULL 9
SEE GLAZING
DETAIL ON
SHEET 7
`MULLION
COVER AS
REQUIRED
\18
ALTERNATE LOCATION
FOR NO. 10 FRAME
SCREW. WHFN AT
THIS LOCATION,
SCREW HEAD
LENGTH SHALL BE
MIN. 2 1/2"
EXTERIOR
SECTION H
SCALE: 1/2 FJUL 9
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
z
U �
Y 0,
xv 10
3 F_
x3 a
W »m
I
x m �cn u')
o Y N3r
t2
U g W
rm
a
33Y
0 3
0
i zm
tn
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w c. D
< za a
ft � n
QJz �3h
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FU= = oho
NA
�3c�> a
83�
a
T N0.
OF 12
SUBSTRATE BY OTHERS PER STRIKE
OR HINGE SCREWS INSTALLATION CLIP SCREWS PER
CONTINUOUS WOOD MEMBER LESS IN
"FRAME ANCHOR REQUIREMENTS PER
ELEVATION
"FRAME ANCHOR REQUIREMENTS TABLE"
THICKNESS THAN A 2X_ BUCK TO
TABLE"
�":e.: • (2 OTAL; 1 PER SIDE)
3E MIN. 3 1/2" DEEP (NOT
REQUIRED WH-N SHIM SPACE IS
451NSTALLATION CLIP
WITHIN ALLOWABLE DIMENSIONS
PER ELEVATION
SHOWN IN SECTIONS).
3/8" MAX. SHIM NEXT
Q. ;
TO EACH CUP
SEALANI BYE
OTHERS
T
I
`:
SEALANT BY
OTHERS
NO. 8 X 3/4" SCREW
(1 PER CLIP)
NO. 8 X 1" SCREW
(1 PER (UP)
STRIKE OR HINGE /
lA IB 2
SCREW PER ELEVATION
& "FRAME ANCHOR
REQUIREMENTS TABLE'
EXTERIOR
O n EXTERIOR
OPTIONAL INSTALLATION CLIP DETAIL
(HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME)
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
(OPERABLE DOOR SHOWN, FIXED PANEL DOOR .ALSO APPLIES)
3.554 --I � - 3.554
0.956 0.812 0.956 0.812
-7== -T
1A HEAD & SIDE JAMB 18 HEAD & SIDE JAMB
()RECTANGULAR TOP) DOORS) (SHAPED TOP DOORS)
1.062 � � 1.062 � �--1.875 � �---1.875
1.062 1.062 0.750 0.750
17A JAMB 7B JAMB ® MURAL STOP I@ STILEZRAIL STOP
EXTENSION EXTENSION (RECTANGULAR (RECTANGULAR COVER ® TOP RAIL & 3B TOP RAIL &
(RECTANGULAR (SHAPED TOP DOORS) TOP DOORS) JAMB STILE JAMB STILE
im TOP (RECTANGULAR (SHAPED TOP
DOORS) DOORS) 2.125 0.674 0.375 TOP' DOORS) DOORS)
I I I - yI I
-y 1.438 I -1.750 --� (�T-� 0.781 I 1.062 F -
0.594 �_ 0.625 0.625 � 0.625
0.922 ����JJJJ UUUU-T- LL��L� 0.500 0.600 u
1 1 13 INTERIOR ASTRAGAL I -r �-
0 11 INTERIOR 12 INTERIOR EXTENSION 14 MONOLITHIC 15 1.G. &SOLID
� GAL O ASTRAGAL KS �69ZINS� PANEL GLAZING 16 FXED PANEL 17 FIXED PAN I
BEAD BEAD COVER TH S OPS OP THRESHOLD
CO COVER
SUBSTRATE BY OTHERS
PER "FRAME ANCHOR
REQUIREMENTS TABLE"
FRAME SCREW PER
ELEVATION & FRAME
ANCHOR REQUIREMENTS
OPTIONAL DIRECT MOUNT DETAIL
TO SUBSTRATE WITH SPACER
(HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME)
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
(OPERABLE DOOR SHOWN, FIXED PANEL DOOR ALSO APPLIES)
f•� 4.464---1.fi41--� I---1.641 •--I L 1
:E=0.969 F-
L_ - -
2@ SUB-SILL
3.906 3.906
2.438 - ---I �600 - - -- -
1.013 � 1.062 EN
-I-
,)THRESHOLD 10 U -SL
-^1 3.B89
O MEETING & LOCK STILE_
3.3761.657
--I
(4) BOTTOM RAIL 1
oo
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ym
W �
Z"
n.
J
U N
. C-3
Q
SHEET N0.
10 OF 1
3.437 �-� -1063
� 0.750 0.751
0.050 0.063 0.548 U.U70 1.062 1.148
23 FRAME
�- SUB -SILL NOSING I
22 (HEAD &ADDING JAMB) p,813 I�--+I 0.050 �0.570 24 SUB -SILL COVER
ERR 0.078
I I 0-31 O 4.531
2.125 - 0.063 0.882 0.050 L
0.072 -� t JI
1.168 33 LOCK CHANNEL 0.539 _. I ��
34A MULLION CUP 0.249 0.094
31 FIXED PANEL (REINFORCED 34B MULLION CLIP a
UL 0 (NON -REINFORCED
FILLER (SILL) MULLION)
25 TOP RAIL &
1 750 ' - 2.25 HINGE STILE
.125 - -d 0.139 MADDING
0.972 0.050 1 0.325
1
0 O 1.718 1.
188
EXTERIOR --
32 ERIOR ASTRAGAL 0.813-I-----I � 0.139
0.562 1.751 1.751 0.562 1.718
--I 1.250 - 35 ( AD & SILL STRIKEPLATE 0.325 O
DOUBLE DOOR
f-- (666 SINGLE DOOR HEAD & SILL
1.250 F
IT I I 3.531� v STRIKE PLATE (APPLICABLE
o I n I ONLY IF 5-POINT LOCK IS
1 1.111 p4Wlf7llip USED WITH SINGLE DOOR)
48 CORNER KEY {RECTANGULAR
TOP DOORS)
49-CORNER KEY (SHAPED TOP DOORS)
9.000---- - -- 5.000
0
2.500
1/4' TIIICK
6.875 53 MULLION NI FND PI ATE
0250
e[e
\\\\\\\\MMMI\\\\
0.045" THICK
51 MULLION END CUP
4.533 0.750
Q
"ol
0.062
Ta.750
I
MEETING STILE
CLADDING
-
I27
1
0.572
II
0�-100 0.062
4.62!
Q 0.594
0.720
I
0.085 - j r-= r
42 I.G. AND SOLID
a
41 MONOLTLHIC
PANEL GLAZING
GLAZING BRACKET
BRACKET
0.719
0.557
t
43 FIXED PANEL
FILLER BRACKET
26 801iaM RAIL
CLADDING
1.300
0.827
0.3$4
i
4.056
4.056
0.354
28 ID -RAIL
CLADDING
-{ 1.354 � I
I �0.476 T
0.063 - I� I
29 PANEL BUMPER
0I.055
F-1.371
0.172 -J
30 FIXED PANEL FILLER
(HEAD & JAMBS)
6.313 TO 10.062
O Om0 OO O O O O0000000000
to
1.62$
O O O O O C O O O'
0 0 o 0 0 0 0 0
0.045" THICK
1.300 45 INSTALLATION CLIP
0.827
® 0.473
4.568
3.623
® 0.473
8.920 0.105" THICK
58 TONrUE STRIKE PLATIF
(SINGLE DOOR)
0,102" THICK 1
57 IKE PAT
(SINGLE DOOR)
aqg@i9ee
-cw OD
a€ul
(D
�•�4lio![e69?,F
0
cm
SHEEP ND.
11 OF 12
ITEM # ITEM DESCRIPTION M.ANUFACIURLR/NOTES
ITEM b ITEM DESCRIPTION MANUFACTURER/NOTES
PARTS
HARDWARE
P0'ire
° oi�npa
sA
HEAD & SIDE JAMB (RECTANGUI AR TOP DOORS)
WOOD
62
5-POINT LOCK HARDWARE (ACTIVE PANEL)
HTL HLS-9000 SERIES
18
HEAD & SIDE JAMB (SHAPED TOP DOORS
LVL
63
2-POINT LOCK HARDWARE INACTIVE PANEL
HTL HLS-9000 SERIES
2
SUB -SILL
WOOD
64
HANDLE
AS REQUIRED TO OPERATE LOCK SYSTEM
3A
TOP RAIL & JAMB STILE (RECTANGULAR TOP DOORS)
WOOD
65
4X4 BUFF HINGE WITH STATIONARY PIN
HAGER 5060390 S.S., STEEL, BRASS OR BRONZE_
31B
TOP RAIL & JAMB STILE (SHAPED TOP DOORS)
I VL
67
4X4 ADJUSTABLE SET INTERMEDIATE HINGE
_
HTL 5143790 S.S., STEEL, BRASS OR BRONZE
4
BOTTOM RAIL
WOOD
6B
4X4 ADJUSTABLE GUIDE TOP & BOTTOM HINGE
HTL 5143780 S.S., STEEL, BRASS OR BRONZE
5
MEETING &LOCK STILE
IVI_ CORE WITH WOOD VENEER
SEALS &SEALANTS
-
6
MID -RAIL
WOOD
72
BULB/FIN WEATHERSTRIP
INTEK 5074565 POLYPROPELENE/SANTOPRENE
CLIM-A-TECH 5095675 RIGID & FLEXABLE PVC
o
7A
JAMB EXTENSION RECTANGULAR TOP DOORS
WOOD
73
FIN WEATHERSTRIP
7B
SA
JAMB EXTENSION (SHAPED TOP DOORS)
LVL
74
EXTERIOR PANEL WEATHERSTRIP
AMESBURY GROUP 5031500 RIGID & FLEXABLE PVC
AMESBURY GROUP 5146560 POLYPROPELENf SAN DPRENE
STILE RAIL STOP RECTANGULAR, TOP DOORS)
WOOD
75
SILL WEATHFRSTRIP
8B
STILE RAIL S70P (SHAPED TOP DOORS)
LVL WITH WOOD VENEER
76
BULB WEATHERSTRIP
AMESBURY GROUP 5066980 POLYPROPELENE
9
THRESHOLD
WOOD
77
SHIM 1/16" X 1/4" X 1 2"
80 DUROMETER EPDM WITHIN 1" OF ENDS & 8" M.AX. O.C.
z
10
SUB -SILL COVER
WOOD
78
GLAZING TAPE 1/16" X 1/4"
CONTINUOUS
z_
11
INTERIOR ASTRAGAL CAP
WOOD
FASTENERS
12
INTERIOR ASTRAGAL BASE
WOOD
NO. 10 X 2 1/2" WOOD SCREW
(4 AT EA. PANEL CORNER 2" APART
& ONE(1) AT PANEL MIDSPAN)
0 w
U
13
INTERIOR ASTRAGAL EXTENSION
WOOD
14
MONOLITHIC GLAZING BEAD
WOOD
1 8 X 118 GAUGE STAPLE
WITHIN 2" FROM ENDS & MAX. 8" O.C.
x ¢o15
I.G. & SOLID PANEL GLAZING BEAD
WOOD
K82
NO. 8 X 1 1 4" PPH SMS
WITHIN 1" FROM ENDS & MAX. 8" O.C.
= =,'16
FIXED PANEL SASH STOP COVER
WOOD
NO. 8 X 1 1/4' PPH SMS
WITHIN 2" FROM ENDS & MAX. 14" O.C.
3"�17
FIXED PAIJEL THRESHOLD COVER
WOOD
1/8X 1 1/4" 18 GAUGE STAPLE
WITHIN 2" FROM CORNERS &MAX. 8" O.C.22
FRAME CLADDING
6063-T5 ALUMINUM
NO. 8 X 1 1 4" PFH SMS
WITHIN 4" FROM CORNERS & MAX. 13 1 2" O.C.
23
SUB -SILL NOSING
6063-T5 ALUMINUM
87
NO. 12 X 1 3/4' PFH
BRASS OR S.S. WOOD SCREW
4 PER HINGE
O
w n��
N�
o �
n¢h
24
SUB -SILL COVER
6063-T5 ALUMINUM
25
TOP RAIL & HINGE STILE CLADDING
6063-T5 ALUMINUM
88
NO. 12 X 3/4" PFH BRASS OR S.S. SMS
2 PER TOP & BOTTOM HINGE;
3 PER INTERMEDIATE HINGE
o
x
n3
26
BOTTOM RAIL CLADDING
6063-T5 ALUMINUM
27
MEETING STILE CLADDING
6063-TS ALUMINUM
91
NO. 9 X 1'3/4" PFH
DROSS OR S.S. WOOD SCREW
4 PER HINGE
¢ w
<Y
28
MID -RAIL CLADDING
6063-T5 ALUMINUM
29
PANEL BUMPER
6063-TS ALUMINUM
92
NO. 9 X 3/4" PFH BRASS OR S.S. SMS
2 PER TOP & BOTTOM HINGE;
3 PER INTERMEDIATE HINGE
z
30
FIXED PANEL FILLER HEAD & JAMBS)
6063-T5 ALUMINUM
31
FIXED PANEL FILLER (SILL) -
6053-T5 ALUMINUM
93
1 8" X 1" 18 GAJGE STAPLE
WITI]IN 1 2" FROM ENDS & MAX. 8" O.C.
im
32
EXTERIOR ASTRAGAL
6063-T5 ALUMINUM
94
NO. 8 X 1 3 4" SMS
WITHIN 4" FROM ENDS & MAX. 12" O.C.
D
33
LOCK CHANNEL
6063-T5 ALUMINUM
95
NO.10 X 3" PFH SMS
6 PER CHANNEL SPACED ALONG STILE
34A
MULLION CLIP REINFORCED MULLION)
6C63-T5 ALUMINUM
96
N0. 10 X 3" PFH SMS
2 PER TOP & 1 PER BOTTOM U-CHANNEL
�
z
34B
MULLION CUP (NON -REINFORCED MULLION)
6063-T5 ALUMINUM
97
N0. 8 X 3" PFH SMS 2 ROWS)
WITHIN 2" FROM ENDS & MAX. 8" O.C.
w&�=
35
HEAD & SILL STRIKE PLATE DOUBLE DOOR)
6105-T5 ALUMINUM
98
NO. 6 X 1 1/4" SELF TAPPING SCREW
WITHIN 2" FROM ENDS & MAX. 15" O.C.
x Ro i
36
SINGLE DOOR HEAD &SILL STRIKE PLATE
(APPLICABLE ONLY IF 5-POINT LOCK IS USED
WITH SINGLE DOOR
6105-T5 ALUMINUM 99 18 GAUGE X 3/4" BRAD NAIL WITIIIN I" FROM CORNERS & MAX. 6" O.C.
100 1S GAUGE X 1" BRAD NAIL WITHIN 2" FROM CORNERS & MAX. 8" O.C.
18-8 S.S. OP & BOTTOM OF LOCK STILE
PRESTIGE PLASTICS RIGID PVC
PRESTIGE PLASTICS RIGID PVC
`0Q96o6 lBlape�`jA
CUM -A -TECH RIGID & FLEXABLE PVC ae . ........ Yy
ASTM A653 MIN. 33 KSI GALV. STEEL C.
DARTER PLASTICS POLYCARBONATE 03
DARTER PLASTICS POLYCARBONATE _ O W t w o7
ASTM A653 GALV. STEEL F = 50 ksi
A-36 STEEL
A-36 STEEL d ° c�
S.S., BRASS OR BRONZE b • °°°°� • "+
�,��� ���®����°hQ
S.S., BRASS OR BRONZE
OF G = 0.43 AND A MODULUS OF ELASTICITY
2 MILLED BY KOLBE & KOLBE TO SELECT.
'
w? X.
��
U) 9m=
8
z
L3'ki
38
7" LONG S.S. LOCK STILE U-CHANNEL
41
MONOLITHIC GLAZING BRACKET (DUROMETER = 70)
42
I.G. AND SOLID PANEL GLAZING BRACKET
DUROMETER - 70)
d
tR
co NQ
3
43
FIXED PANEL FILLER BRACKET
INSTALLATION CUP
45
48
CORNER KEY (RECTANGULAR TOP DOORS)
49
CORNER KEY SHAPED TOP DOORS
51
MULLION END CUP
53
MULLION END PLATE
54
MULLION REINFORCEMENT
57
DEADBOLT/LATCH STRIKE PLATE (SINGLE DOORS)
58
TUNGUE STRIKE PLATE (SINGLE DOORS
DRAWING NO. REV.
830
NOTE-
WOOD USED IN TESTING WAS PINE WITH A SPECIFIC GRAVITY
OF E = IE200,000 PSI. ALL WOOD IS MINIMUM GRADE
SHEET No.
2 of 12
0