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Product Approval Menu>Product or Application Search>Application List>AppNcation Daull `'1
FL# FL22378-R6
Application Type Revision fi{a
Code Version 2017 Y
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
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
(800) 663-3667
sschreiber@masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.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 National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 01/25/2019
Date Validated 01/28/2019
Date Pending FBC Approval
Date Approved 02/04/2019 '
Summary of Products
FL# Model,Number or Name Description
22378.1 Stormguard Fiberglass Side-Hinged 6'-8"Opaque I/S Single Door
Door Unit
Umlts of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
Design Pressure: +60/-6S Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.pdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
I where pressure requirements do not exceed the design I Created by Independent Third Party:
pressures listed. 3'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO170 for ( FL22378 R6 AE 514010A.pdf
anchor details and water performance where required. 1 FL22378 R6 AE 514014A.p f
Created by Independent Third Party: Yes
22378.2 Stormguard Fiberglass Side-Hinged 6'-8"Opaque O/S Single Door
Door Unit
Umits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes f FL22378 R6 C CAC NI007077.07-R2.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
Design Pressure: +60/-60 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.pdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 3'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports
protective system is NOT required.See DWG-MA-FLO170 for FL22378 R6 AE 514010A.pdf
anchor details and water performance where required. FL22378 R6 AE 514014A.pdf
Created by Independent Third Party: Yes
22378.3 Stormguard Fiberglass Side-Hinged 6'-8"Opaque I/S Single or Double Door w/or w/o Sidelites
Door Unit
Umits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.07-R2.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
Design Pressure. +50.5/-S0.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.pdf
`I Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute
where pressure requirements do not exceed the design 1 Created by Independent Third Party:
1 pressures listed. 12'-0" x 6'-8"max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO170 for FL22378 R6 AE 514008A.pdf
anchor details and water performance where required. FL22378 R6 AE 514012A.pdf
Created by Independent Third Party: Yes
22378.4 dStormguard Fiberglass Side-Hinged 6'-8"Opaque O/S Single or Double Door w/or w/o Sidelites
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22378 R6 C CAC N1007077.07-R2.pdf
Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
Design Pressure: +55.0/-S0.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.pdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
where pressure requirements do not exceed the design j Created by Independent Third Party:
pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO170 for FL22378 R6 AE 514008A.pdf
anchor details and water performance where required. FL22378 R6 AE 514012A.pd
Created by Independent Third Party: Yes
_— _ -
22378.5 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed I/S or O/S Single Door w/or w/o Sidelites
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.09-R3.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
Design Pressure: +55/-SS Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.pdf
Building Code,including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 9'-0"x 6'-8" max nominal size. Hurricane
Evaluation Reports
protective system is NOT required. See DWG-MA-FLO172 for FL22378 R6 AE 514008A.pdf
1 anchor details and water performance where required. I
i
FL22378 R6 AE 514012A.pdf
Created by Independent Third Party: Yes
22378.6 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed I/S Double Door w/or w/o Sidelites
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.09-R3.pdf
1 Approved for use outside HVHZ: Yes j Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +50/-55 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.pdf
j Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports
protective system is NOT required.See DWG-MA-FLO172 for FL22378 R6 AE 514008A.pdf
f anchor details and water performance where required. FL22378 R6 AE 514012A.pdf
Created by Independent Third Party:Yes
22378.7 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed O/S Double Door w/or w/o Sidelites
Door Unit
Approved for use to HVHZ:` - ------- --- — _ - - - - - -- ------ - ------------
LimiIts-
of Use �Certification Agency Certificate
Yes FL22378 R6 C CAC NI007077.09-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +55/-55 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.pdf
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0" x 6'-8"max nominal size. Hurricane Evaluation Reports
protective system is NOT required.See DWG-MA-FLO172 for FL22378 R6 AE 514008A.pdf
anchor details and water performance where required. FL22378 R6 AE 514012A.pdf
Created by Independent Third Party: Yes
22378.8 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single Door
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .pdf
Approved for use outside HVHZ:Yes !Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +60/-65 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171.pdf
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design j Created by Independent Third Party:
pressures listed. 3'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports
protective system is NOT required.See DWG-MA-FLO171 for FL22378 R6 AE 514009A.pdf
anchor details and water performance where required. FL22378 R6 AE 514013A.pdf
Created by Independent Third Party: Yes
- ---- -- - ------- - -- ----.-.----
-------------
22378.9
--------22378.9 Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single Door
Door Unit
Limits of Use 'Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +60/-60 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171.p�f
Building Code,including the High Velocity Hurricane Zone,and i Verified By: National Accreditation &Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 3'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports
protective system is NOT required.See DWG-MA-FLO171 for FL22378 R6 AE 514009A.pdf
anchor details and water performance where required. FL22378 R6 AE 514013A.pdf
Created by Independent Third Party:Yes
22378.10 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites
Door Unit I
Limits of Use I Certiflcatlon Agency Certificate
I Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .pd
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +50.0/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171.12df
Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation &Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports
protective system is NOT required.See DWG-MA-FLO171 for FL22378 R6 AE 514007A.pdf
anchor details and water performance where required. FL22378 R6 AE 514011A.pdf
Created by Independent Third Party: Yes
f 22378.11 Stormguard Fiberglass Side-Hinged 8--'--0-"Opaque O/S Single or Double Door w/or w/o Sidelit-s
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.08 .Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
Design Pressure: +55.0/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171.Ddf
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514007A.Ddf
anchor details and water performance where required. FL22378 R6 AE 514011A.Ddf
Created by Independent Third Party:Yes
22378.12 Stormguard Fiberglass Side-Hinged 8'-0"Impact Glazed I/S Single or Double Door w/or w/o
Door Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.04-R6.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
Design Pressure: +43/-47 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0173.pdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO173 for FL22378 R6 AE 514007A.pdf
anchor details and water performance where required. FL22378 R6 AE 514011A.pdf
Created by Independent Third Party: Yes
22378.13 Stormguard Fiberglass Side-Hinged 8'-0"Impact Glazed O/S Single or Double Door w/or w/o
Door Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.04-R6.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +47/-45 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0173.Ddf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO173 for FL22378 R6 AE 514007A.Idf
anchor details and water performance where required. FL22378 R6 AE 514011A.p&f
Created by Independent Third Party: Yes
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ul
n1 MASONITE 149'VAX. OVERALL FRAME WIDTH D0
MAX.
00
STORMGUARD FIBERGLASS DOOR UNIT 2 o.L.o PANEL WIDTH 37.5' MAX. O UJ
F6'-8"DOUBLE DOOR WITH/WITHOUT SIDEtITES W/ASTRAGAL FRAME WIDTH Q�_I
0
GENERAL NOTE$ 3 U
I. EVALUATED FOR USE IN LOCATIONS ADHERING SS ® ® ® ® a Li
THE FLORIDA BUILDING CODE AND WHERE PRESSURE _
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, U
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ._
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF �o: 0�I.
A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). m C .-3
3.
PO
3. E CDEVELROPEFLAME SPREAED INDEX OFF 601NDEX ER OF
E84.
4. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION FACING LTTE FRAME �
SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F 1 842 'F > 650'F
RATE OF BURNING ASTM D635 0.56 IN MIN 1.28 IN MIN
SMOKE DENSITY ASTM D2843 I 53.4% 70.2% r
TENSILE STRENGTH• ASTM 0636 3.2% DIFF 11.8% DIFF
5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM D1929 779 -F > 650 -F tl
RATE OF BURNING ASTM D635 0.0 IN MM
SMOKE DENST/Y ASTM D2843 39.0%
TENSILE STRENGTH* ASTM D638 3.6% DIFF AObdm bMAY 0
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING k DOUBLE DOOR UNIT W/SID£LITES fL
�
4500 HOURS XENON ARC METHOD 1 40
3 3 3 m
V1 to LA(n V1
130 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1313 ❑ ❑ N
.00 00 00 00. .00 00. 00 -00o
. UnIx
00 00 00 00 0 00a00a 0x
OOOUV to
gg>«
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WISlDEL1T DOUBLE DOOR UNIT W/SIDELITE$
WfTH SIDELITE WITH 04 N fV p
O
STRUCTURAL WHERE WATERINFILTRATION PERFORMANCE
DESIGN PRESSURE RATING REQUIRED TO BE 15X OF DESIGN PRESSURE
C0NnC MAX WIDTH INNING ALL OUTSWING INSWING BUM I 0 M S 4 HIGH DAM
X + - + - A +25 -25.0 + - +50. - + - + - woc>m<0
XX 4 + - + - N A + .0 +4 . A + + .0
XorX 171
+ - +024---
5.0 - NA + . -25.0 +40. NA + . + .
OX 11 + - t - NA + 5.0 --B-.T- +40. -40. N A + - + - uuE j9/07
XX 1 + - + -50.5 + - + -40. A + - + i - ✓ s AE-. N.T.S.
TABLE OF CONTENTS
i•� DIQ er. SWS
SHEEP DESCRIPTION
cWL BY:
KURT BALTHAZOR ORIYMNO NO.:
T TYPICAL ELEVATIONS & GENERAL NOTES FLORIDA P.E.
2 ANCHORING LOCATIONS & DETAILS /56533 OWG-MA-F10170-07
3 ANCHORIN L NS & AILSr
Q: oo
s"
SEE DETNL s'
3"
Q
3- 3' 3• 3 J
_1 3' 3' � rk6. �._
I 11 1II I � cnp
OU
io m . . Q.
n _ 3' _ �
r; u U
n p n— L0
a SEE DETAIL — — 3
1ai1 "D'
SEE DETAIL.C. — A _ SEE DETNL
_ B W
c.e
H
6• — v ~ G)—
_ 6 3'
3'-4 _ 3 _ I
3" 3' 3' 3' 3' 6'— �- 6"
QpL
g• a Ii
SEE DETAIL6' #8 x 2" N 3 N
ASTRAGAL RETAINER BOLT HOLE rn )X )rn
#8 x 2" #10 x 5/8" MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE v�
STRUCTURE DEEP ENOUGH Q
#8 x 2"
#10 x 5/8" FOR A 1.375" THROW
#10 x I" DETAIL "E" ASTRAGAL a a to (L oI z
L =
p
#10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAo 0 oz, 0
#10 x I" STRIKE PLATE TO FRAME r� nM1N o N
#10 x 5/8" AS SHOWN. 0
DETAIL "C" D
DETAIL "D" 1
W
1C-4 C4
www
m1w Nwu1m auo r Nmutm au.
ofa
1.375 T r••�"�',, 1.437' n,tr ew snoimom
'1—�r�'7 xca.mt Nott mwonm m va.ter
(or
o.ao"wtn/1ta.,a,m1.1,) >tarK) o.a.o•swlot pa,s-17x1.11) (arit7rN)
TQiw,w stttolNw m i .NM•me. 0.1w mm sawmaaOm lmw 1w.
NmL IaK pt WW W*= 1/Y NR N111L.far.m VM DART 1/f NR O U m Q Z
INSWING THRESHOLD BUMPER 0/S THRESHOLD HP 0/S THRESHOLD
1 1 wr Na ?; `? oor ON .a m 41;{"? ow m DATE 4 9 07
41 scmf-: N.T.S.
1.482' 1.75' 1.047' 1.437' �� �� y�� �� owe.x, SWS
T TYPICAL GWING DETAIL ALTERNATE GLAZING DETAIL
T TIMPACT RATED Cr.sc au.er:
177P�7 RATED CLASS
- - DIOo71tq N0.:
-SERIES 0/S THRESHOLD HIGH DAM OjS THRESHOLD T4 0/S THRESHOLD 1» -U#-"lM-o7
s7lFfr -a
SEE DETAIL 3' 6' 6' Q
'E" SHT. 2
3' 3' 3_ r 3rk
O(O
I 6" 6"�7 �—6• 6'� 1 I I I J
�n O
. M
o a U
W B
'c
DL
DETAIL F- U7 U
'D' SHT. 2
�V)
LLJ
SEE DETAIL w
•C" SHT. 2
A
� B
n 0 vi
6'
' 6'
612° t0
I I I I I I 1 1 I I I
3' 3' I 4t
""1 g• 3'
IIY�in1DMIN SEE DETAIL 3^ 6 3 3.6. ' o
p 'F' SHT. 2 6.
fl•YMdA I R iL
HARDWARE SCHEDULE
ATTACHMENT DETAIL 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND N v)v) �
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE.
SIGNED AND SEALED BY ROBERTO LOMAS, PEw
1.25' 2. 4" X 4" FULL MORTISE BUTT HINGES.
(FLORIDA #62514) WITH THE LOWEST (LEAST) MINI • 1
FASTENER RATING FROM THE DIFFERENT FASTENERS ` inz" 1•X1/2" CORRUGATED /toX2• WOOD SCREW aarw
BEING CONSIDERED FOR USE. JAMB, HEAD, AND HIM 3' FROM EACH END 6• FROM EACH END a a o En
1.25" :'� AND 7' OC AND 12. OC x r N�a z
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL--IF;t MIN
#10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. 0.25" w w och
A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH SHIM CfW �S QID
Lo
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CAULK
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY CL �` ACRYLIC + o
DISTANCE MIN 1/2". ANCHOR INSTALLATION '.tRi LAT
CL ^m
CN CA Cq N
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD o�
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. '•' * ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED)
1.50'T-- )
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN L— '-iM (34gl S2- 2' (4) 110X21 2' w�c�m<Z
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT EACH END EACH END
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE cL—� wre 4 9 07
MINIMUM EMBEDMENT OF 1-1/4". • srxe N.T.S.
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO DW.9f.
SWS
TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK • • •• f1°` f:
DPAWM NOF
ANCHOR INSTALLATION
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. INTEGRAL WOOD INTEGRAL WW DM-M-MA-Fi.o17a07
MULLION (CHS) MULLION (CHS)