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FL# FL15225-R4
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived 0
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton,OH 43517
(419)298-1740
rickw@rwbldgconsultants om
Authorized Signature Vivian
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By Ryan 1. King, P.E.
® Validation Checklist- Hardcopy Received
0
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2 1997
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
F_L15225 R4 Eouiv (a) Equivalency of Standards.pdf
Product Approval Method Method 1 Option A
Date Submitted 09/21/2017
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 QR... 4/2/2018
Florida Building Code Online Page 2 of 3
Date Validated 12/20/2017
Date Pending FBC Approval
Date Approved 12/22/2017
Summary of Products
FL V Model,Number or Name Description
15225.1 a. "Classic-Craft"and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and
by Therma-Tru" without Sidelites.Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15225 R4 C CAC 15225.1 NAMI certs.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant,No 12/31/2021
Design Pressure: N/A Installation Instructions
Other:See INST 15225.1-68(68 Door Products),INST FL15225 R4 II (a) Inst 15225.1-68.Ddf
15225.1-80(8'0 Door Products)and INST 15225-68M(6'8 FL15225 R4 II (a)Inst 15225.1-80.odf
Door Products Direct to Masonry)for installation FL15225 R4 II (a)_Inst 15225-68M.odf
Instructions. (Note-Glazing Shall comply with ASTM E1300- FL15225 R4 II FL-15225.1 Glazing Det..odf
04) Verified By: Lyndon F. Schmidt,P.E.43409
Created by Independent Third Party: Yes
Evaluation Reports
FL15225 R4 AE (a) Eval 15225.1-68.odf
FL15225 R4 AE (a) Eval 15225.1-80.Ddf
FL15225 R4 AE (a)Eval 15225-68M.Ddf
Created by Independent Third Party: Yes
15225.2 b. "Construction Series"and 6/8 Opaque Steel Door with and without Sidelites.Inswing
"Benchmark by Therma-Tru" and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15225 R4 C CAC 15225.2 NAMI certs.gdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2021
Design Pressure: N/A Installation Instructions
Other: See INST 15225.2-68(68 Door Products)and INST FL15225 R4 II (a) Inst 15225.2-68.Ddf
15225-68M (6'8 Door Products Direct to Masonry)for FL15225 R4 II (a) Inst FL-15225-68MA.odf
installation instructions. (Note-Glazing Shall comply with FL15225 R4 II FL-15225.2 Glazina Det..odf
ASTM E1300-04) Verified By: Lyndon F. Schmidt,P.E.43409
Created by Independent Third Party: Yes
Evaluation Reports
FI 1 5225 R4 AE (a) Eval 15225 2-68 gdf
FL15225 R4 AE (a)FL-15225-68MA.Ddf
Created by Independent Third Party: Yes
15225.3 c. "Fiber-Classic"and"Benchm rk 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and
by Therma-Tru" without Sidelites. Inswing and Outswing
Limits of Us Certification Agency Certificate
Approved f use in HVHZ: No FL15225 R4 C CAC 15225.3 NAMI certs Ddf
Approved fo use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resis nt: No 12/31/2021
Design Pressu : N/A Installation Instructions
Other:See INST 25.3-68(6'8 Door P ucts), INST FI 15225 R4 II (a)Inst 15225.3-68.odf
15225.3-80(8'0 Door T 15225 68M(6'8 FL15225 5225 R4 II (a)Inst 15225.3-80-D-df
Door Products Direct to Masonry)for installation FL15225 R4 II (a)Inst 15225-68M.Ddf
instructions. Note-Glazing Shall comply with ASTM E1300- FL15225 R4 II FL-15225.3 Glazina Det..Ddf
04. (This product approval requires the use of")"part Verified By: Lyndon F.Schmidt,P.E.43409
number doors and sidelites,which have been stained or Created by Independent Third Party: Yes
painted within 6 months of installation-Excludes Opaque Evaluation Reports
Benchmark Door Panels.) FL15225 R4 AE (a) Eval 15225.3-68.odf
FI 15225 R4 AE (a) Eval 15225 3-80 Ddf
FL15225 R4 AE (a) Eval 15225-68M.Ddf
Created by Independent Third Party: Yes
15225.4 d."Premium Series"and 6/8 and 8/0 Opaque Steel Door with and without Sidelites.
"Benchmark by Therma-Tru" Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15225 R4 C CAC 15225.4 NAMI certs.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2021
Design Pressure: N/A Installation Instructions
Other:See INST 15225.4-68(6'8 Door Products), INST FL15225 R4 II (a) Inst FL-15225-68MA.gdf
15225.4-80(8'0 Door Products)and INST 15225-68M (6'8 FL15225 R4 II (b)Inst 15225.4-68.gdf
Door Products Direct to Masonry)for Installation FL15225 R4 II (b)Inst 15225 4-BO odf
instructions. (Note-Glazing Shall comply with ASTM E1300- FL15225 5225 R4 II FL-15225.4 Glazing Det..Ddf
04) Verified By: Lyndon F. Schmidt,P.E.43409
Created by Independent Third Party: Yes
Evaluation Reports
FL15225 R4 AE (a) FL-15225-68MA.Ddf
FL15225 5225 R4 AE (b) Eval 15225 4-68 Ddf
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 QR... 4/2/2018
Florida Building Code Online Page 3 of 3
FL15225 R4 AE (b) Eval 15225 4-80.odf
Created by Independent Third Party: Yes
15225.5 e. "Smooth-Star"and"Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and
by Therma-Tru" without Sidelites. Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15225 R4 C CAC 15225,5 NAMI certs odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2021
Design Pressure: N/A Installation Instructions
Other:See INST 15225.5-68(6'8 Door Products), INST FL15225 R4 II (a) Inst 15225.5-68.Ddf
15225.5-80(8'0 Door Products)and INST 15225-68M (68 FL15225 R4 II (a) Inst 15225 5-80 odf
Door Products Direct to Masonry)for installation FL15225 R4 II (a) Inst 15225-68M.pd
instructions. Note-Glazing Shall comply with ASTM E1300- FL15225 R4 II FL-15225.5 Glazing Det-cid
04, (This product approval requires the use of"J"part Verified By: Lyndon F. Schmidt,P.E.43409
number doors and sidelites,which have been stained or Created by Independent Third Party: Yes
painted within 6 months of installation-Excludes Opaque Evaluation Reports
Benchmark Door Panels,) FL15225 R4 AE (a) Eval 15225 5-68 odf
FL15225 R4 AE (a) Eval 15225 5-80 odf
FL15225 R4 AE (a) Eval 15225-68M odf
Created by Independent Third Party: Yes
15225.6 f. "Premium Series","Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms.
Series"and"Benchmark by With and without Sidelites. Inswing and Outswing
Therma-Tru"with Transoms
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No F15225 R4 C CAC 15225.6 NAMI certs Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2021
Design Pressure: N/A Installation Instructions
Other:See INST 15225.6-68(68 Door Products)and FL15225 R4 II (a) Inst 15225 6-68 odf
15225.6-80 (8'0 Door Products)for installation instructions. FL15225 R4 II (a)Inst 15225 6-80 odf
(Note-Glazing Shall comply with ASTM E1300-04) FL15225 R4 II FL-15225,15 Glazing Det Ddf
Verified By: Lyndon F. Schmidt,P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL15225 R4 AE (a) Eval 15225 6-68 Ddf
FL15225 R4 AE (a) Eval 15225.6- 0 odf
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.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional 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 bar_
Product Approval Accepts:
mwlaRiiE
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 4/2/2018
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Plione 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
Date: Sepleinbei-21, 201.7
Product
Category Sub Category Manufacturer Product Name
Therma Tru Corporation "Smooth-Star"and"Benchmark by Therma-Tru"
Exterior Swinging Exterior Door 118 Industrial Dr 6'8 Single&Double Opaque or Glazed Panels w/&w/o Sidelites
Doors Assemblies Edgerton,OH 43517 Inswing/Outswing
Phone 419.298.1740 Insulated Fiberglass Door with Wood Frames
Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for
Therma Tru Corporation,based on Rule Chapter No.61G20-3,Method 1A of the State of Florida Product Approval,Dept.of
Business&Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing
or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product anchoring has been developed in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements excluding
the"High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes,specifications and design pressure ratings.
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing,stucco,foam,
brick and other wall coverings.
3. Wood screws shall be installed following installations instructions of ANSI AF&PA NDS 2015.All other fastener types to be Installed following fastener
manufacturer's installation instructions.
4. Fastener embedment depths,edge distance and center-center distances shall be specified by the fastener manufacture,but in no instance shall they
be less than shown in drawing FL-15225.5-68.
5. Where shims are used,they must be a"rigid/stiff'material that complies with the requirements of the FBC.
6. Positive and negative design pressure requirements for use with drawing FL-15225.5-68 shall be determined by others for specific jobs in accordance
with the governing code.
7. Site conditions that deviate from the details of drawing FL-15225.5-68 require further engineering analysis by a licensed engineer or registered
architect.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
ETC-01-741-10702.0 ASTM E330-02/TAS 202-94 ETC Laboratories Wendell W.Haney,P.E.
ETC-01-741-11008.0 ASTM E330-02/TAS 202-94 ETC Laboratories Joseph L.Dolden,P.E.
TEL 01460147 ASTM E330-02/E1886-02/E1996-02 Testing Evaluation Lab. Lyndon F.Schmidt,P.E.
2. Drawing No. Prepared by Signed&Sealed by
No.FL-15225.5-68 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
3. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
,,;e;c9 .1JJ:p
�i.••�..-r_i�
e. a
Lyndon F.Schmidt,P.E.
FL PE No.43409
Sheet 1 of 1 9/21/2017
THERMAITRUQ'• n
6850"MAX
ro
--105.50 VERALL FRAME WIDTH OVERALL WIDTH
7 2 3 �1 2 3 'N•7 i 64D�:•OZ �p
THERMA TRU DOORS s s s s s 5
1 16 INDUSTRIAL 0R.. EDGERTON,OH 43$17 /j /••. !\\ /" A'
'� IC_�I IC 7I �_71 r�I ''� I'`_'"j; f_ __l I ,'��; ''/// •T• \�``\\ Z O 0 O
O o Z
11 11 11 11 ', 1 I' ,I I1 'I 11 1, U N•;
Smooth-Star and Benchmark by Therma-Tru I--; 11V__ ;I ^ , o x
I I I I 1 1 I I I I I I 1 I I I Z o U
> I I I I I I I I I 1 I 1 1 I R e Em m 0
4 I I; I' '� 1' '1 1' '1 I' 'I I' 'I 4 '1 I' '1 �' 'I 1' li t =LI
I I I 1 1 I I 1 1 I I I I I 1 I H O o il
6'8"SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS s I 5 e m m o t
X W I 1 �� �� I�� Icy I I I I I I 11 an d '� m a:.e
Q I� '1 II it
W/&W/OUT SIDELITESd.
< s i; i; s =Z
g LL 5 'I 'r'�' '� 1' '1' 1' '� 1" 5 1 h I I �I 4 E o
INSWING/OUTSWING 1 " 'I I' ' " 11 m
INSULATED FIBERGLASS DOOR WITH WOOD FRAMES
'1 " 1 II 11 'I I' II N g J=,W
LL I 4 I 1 1 I I I I 1 1 I I I 1 I
W
� UO
N2
General Notes 1 2 3 4 5 6 1 2 3 4 5 6 0 0
6 6 6 66 6 6 6 6 6 o iw
02
1. This product anchoring drawing has been developed in compfiance with the 6th Edition DOUBLE W/SIDELITES OXXO SINGLE W/ SIDELITES OXO N r �uj
excluding
(20 17)Ronda Building Code(F8CJ excng the'High Velocity Hurricane Zone". See the MAX DESIGN PRESSURE
MAX DESIGN PRESSURE w5 In
In J\y
Certification Agency Certificate for saes,specifications and ratings. +55.0 -55.0 +40.0 -40.0 W y
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment o
to base material shall be beyond wall dressing,stucco,foam,brick and other wall 74.50'MAX. 53W M� of � �a
o coverings. 3OV RA
�LL t-- OVERALL WIDTH OVERALL WIDTH a
3_ Wood screws shill be installed following installation instructions of ANSUAF&PA NDS 2015. WIDTHI 1 2 3 1 z 3 m
All other fastener types to be installed following fastener manufacturer's installation 5 5 5 5 5 5
instructions. 4 m
f 4. Fastener embedment depths,edge distances and center-center distances shall be as =1t r i a
o 0
specified by the fastener manufacturer but in no instance shall they be less than shown in w= 4 I $O.H-
4 a 5 7 I N N1 �� �� v)
ihlLS dfawing. Q ii �i ;� 5 i; ii i i 4 II ' Iw w OW •�� ryO.H. 5 1 1 I 5 , 15. Where shims are used,they must be a"tid/stiff"material that complies with the s • t i t-5 r-� t e y
e requirements of the FBC. LL "r s 5 ; '; • o o
L J L
5
K
6. Positive and negative design pressure requirement for use with this drawing shall be I' 'I I' 'I ;I I; ;� �' '; ,' ;, ,� ;1 I� ;1 1; ;1 I; 88
determined b others for specific los in accordance with the governing code. >
Y Pec l0 9 9 j,
^vl m
0 7. Site corxiitions not covered by this drawing are subject to further engineering arx>lysis. 4 5 6 N o a
6 6 6 4 S 6 1 2 3 4 5 6
TABID Of CONTENTS a
6
SHEET# DESCRIPTION SINGLE X 6 6 Z D
a 1 Typical elevations,des MAX DESIGN PRESSURE DOUBLE xx SINGLE W SIDEUTE OX a
ypic design pressures&general notes MAX DESIGN PRESSURE MAX DES GN PRESSURE °ATE 2/21/12 o
2 Buck anchoring +67.0 -67.0 +55.0 -55.0 +40.0 -40.0 � N.T.S.
3 Frame orlchoring owc.BY. JK m
E 4 Frorne anchoring&Ix7 of materials LOCK HARDWARE MFG 6 SERIES m LFS 3
5 Horizontal&verficd cross sections d
6 Vertical pais Sections KWBLSET SIGNATURE SERIES LATCH F-7—1 22 R
KWIKSETSIGNATURE SERIES 780 DEALMOL7 FL-15225.5o
—68 0
U- R
sHLcr 1 of 6 A
Ax
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MULLION
-MULLION oz Naz.
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& JAMBS HEAD I 1 0, Cw
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OPENIN TYP REFERENCE OPENING Typ I REFERENCE
ASONRY
2X BUCK I I X^ 2X BUCK I I I I X �z
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Ci6 I I SHOWN FOR I I rn6
REFERENCE
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SINGLE DOOR
SING W/SIDELITE SINGLE W/SIDELITES 3:
BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING
0
w
4 4" 4^ 4' 4. 4
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-T
MULLION z
4 MULUON w LD
MASONRY-7-- 11 SHOWN FOR 11 -. I x
TYP. HEAD FOR LA
OPENING TYP. REFERENCE 11 SHOWN
& JAMBS ASTRAGAL HEAD REFERENCE
ku 11
NOTES 11 SHOWN FOR & JAMBS II II
1.2K buck min.S.G.k 0-55. 2X BUCK-/ REFERENCE 2X-/
N F
OR
REFERENCE
BUCK 3
CONCRETE ANCHOR NOTES: L
I.Concrete anchor bcotions at he corners may be ocWed to maintain the rr*L ASTRAGAL
edge distance to mortaronts. SHOWN FOR I i o,6
C
2.Concrete onchor locations noted cis'MAX.ON CENTER-must be odftzfed to REFERENCE C; ------ 47
C2 6 . a
maintoin the min.edge distonce to mortar joints,adcftnal concrete anchors 10
Y be required to ensue the"MAX.ON CENTER"dimension are not exceeded.
Concrete anchor table:ri 3.Cff)oa DATE: 2121112 2
z MIN CLEARANCE MIN.CLEARANCE SCALE N.T.S.
ANCHOR ANCHOR MIN. Mrl Sr: JK a
TO MASONRY TO ADJACENT
TYPE SIZE EMBEDMENT EDGE ANCHOR
CHK.W: LFSu�
ITWDOUBLE DOOR DOURI F W/SIDELITEa DRAMUG NOL:
TAPCON 1/4' 1-1/,r BUCK ANCHORING MASONRY BUCK ANCHORING
ELCO
OPENING FL-75225.5-68
t; ULTRACONI 11/4" 4" S"m
w
W.
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3• PAIRS 30 3" �N"•. GJ` i n
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�� ` o C;m i
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iii MULLION u, a w a Q W MULLION w 0 INSTALLATION \, `: u a°g m i ii
° SHOWN FOR °i 4 ° - = p� - SHOWN FOR - - W/1X BUCK- N v E ��
I _ - Y ¢_ - w< REFERENCE = 9 INSTALLATION In of E
REFERENCE >- a ^ n o .o C�`
`,N fi A /2X BUCK INSTALLATION '"� tl TYP. HEAD & 0 €1 0=
L,W/2
CK INSTALLATK)N N m _ _ - �M� - >= d 3a
9 /1X BUCK INSTALLATIONCK INSTALLATION vo Nj TMP• HEAD & JAMBS bD & JAMBS
_ Uj�SEE 16 cI
16 DETAIL "4" 0 I SEE" n 16 16 ' _ DETAIL "1 16 0� � - IIL - SEE - 5 LIInyDETAIL �I°5 •6" 12 ,n g DETAIL "2'12 1 iu 1
o
„D" "E" �la "C" "D" A'
o "C" a
VIEW ••C"_"C" SINGLE DOOR W/SIDELI7ES VIEW "E"-"E" ^VIEW "D"-"D" SINGLE DOOR W/ ID VIEW "B"-"B" SINGLE DOOR VIEW A"-A" m
a SNDWN W/OPTIONAL COW"TEO i
ii FASTENERS.OEM/30 OW.Kt
Sxaff TO 0".wN CONNECTIONS)
W/2X BUCK
INSTALLATION 2 N N
SIDELITE NOTES:
= I. The sidelite is direct set into the jamb with(12)#8 x T pth.wood screws.There are(4)at each
vertical jamb,from the top down at 13.5",31';48.5'3 66".There are(2)at the header at 4"from B IN/IX BUCK 1 1 w w o
INSTALLATIONC F F Wn
the outside comers of the frame.There are(2)at the sTA,4"horn the outside comers. e n Z
2. For optional sidelite construction with staples,side6te Is direct set into the jamb with(4)7/6"X o o
'
1-314"16 ga.stopfes along each jamb(6"from ends and equally spaced thereafter).
3 a
a CONCRETE ANCHOR NOTES: DETAIL "6" DETAIL "2" 0- i
1. Concrete anchor locations at the comers may be od)usted to maintain the min.
edge distance to mortar joints. ^
2_Concrete anchor locations noted as"MAX.ON CENTER"must be adpnted to W/2X BUCK 2 o a
'� maintain the min.edge dBtonce to mortar joints,additional concrete anchors INSTALLATION
may be required to ensure the"MAX.ON CENTER•dlmension are not exceeded. _
3. Concrete anchor table: W/1 X BUCK 12 C
W INSTALLATION 1 Z
a ANCHOR ANCHOR MIN. . MIN.CLEARANCE MIN.CLEARANCE 4k1 C oATe 2 21/12 ?
TO MASONRY TO ADJACENT SOue N.T.S.
TYPE SIZE EMBEDMENT EDGE ANCHOR pr.IA"• JK
4" 1 1 ac°r: LFS
ITW a
e 1/4" 1.1/4" 2" OR NO.:
TAPCON _ D�AIL "1"
ITW DETAIL '4" FL-15225.5-68 0
TAPCONO 3/16" 1-1/4" 3" 1.1/2"
sxEa 3 of 6 9
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h �`.
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U
I I I I I I I IYII I � __SEE NOTE 3 d A W/2X BUCK ��� ... ' yN>SHEET 3 II SEE DETAIL "3" INSTALLATION 'p SEE DETAILW/2X BUCK Ax^ '��/ It ���``` on m iOi
9 W/1X BUCK V v - 3" o INSTALLATION n b o u x
INSTALLATION we - 2z W/1X BUCK �° ^ z o u
J TYP. HEAD N o t ASTRAGAL) INSTALLATION 9 o U h o N P� o ] m w
ASTRAGAL- 11 MULLION do JAMBS 0TYP. HEAD & ¢n r c o o 00.
SHOWN FOR II SHOWN FOR N SHOWN FOR p > d a N m d`a m
REFERENCE II REFERENCE - _ _ —1 - REFERENCE h JAMBS _ E D `
ONLY G o
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II SEE II a
o T - DETAIL "4" -
16 b a II SEE o
16 II 16 16 owa = = o I 16 II 76 DETAIL
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