HomeMy WebLinkAboutProduct Approval Wood-Edge Steel Door
Performance based on assembled door units utilizing Masonite door panels,typical door lites, NFRC default wood frame and sills.
4s
LLFactoi(Btu/602°F)!solar Heat Gain Coefficient(SHGC)
PRODUCT DESCRIPTION 1./4 Lite 1/2 Lite 3/4 Ute Full Lite
DEFAULT FRAME 2400 In' !M0 in' 21100 In, >1100 in'
Decorative)'
Glass Ty 0)' 0.10/ 0.08 0,21 / 0.15 0.24 1{ 0.20 0.27 /0.2/
Decorative IG with LowE/Argon N/A N/A 0.21 / 0.18 0.23 / 0.24
(Glass Type J)•
Blinds Dual Pane Clear
(Glass Type TR)' N/A 0.26 /0.19 0.30/0.26 0.35 / 0.34
Blinds Dual Pane LmvE NIA 0 22 /0.10 0.25 / 0.13 0,28 / 0.17
(Gtass Type GS)•
LowEJArgon Dual Pane 1° N/A 0.209 / 0.1+0 0.22 / 0.13 0.25 / 0).17
(Glass Type D)'
LowE/Argon,Dual Pane 1°with Grids N/A 0.20 / 0.09 0.22 B 01.11 0.25 / 0.15
(Gloss Type D)'
LowE Dual Pane 1° 0.18/ 0.0i9 0.22 / 0.16 0.25 / 01.21 0,29/0.28
(Glass Type M)'
( Type PA)`
LowE Dual Pane With Grids 1
Glass ° 0.10 / 0.00 0.22 / 0.14 0426 / 0.19 019 10.25
Clear IG 1/2' 0.20 1 0.10 0.26/0.19 0.30 / 0.26 0.35 / 0.34
(G)ass Type T)•
Clear with Grids 1/2' 0.20 / 0.09 0.26 /0.17 0.31 /0.22 0.37 /0.30
(Glass Type T)•
Clear)G 1' 0.20 / 0.10 0.25 / 0.19 0,28/0.26 0,33 /0.34
(Glass Type T)'
Clear IG With Grids 1' 0.20! 0.0E9 0.25 /0.19 0.29 / 0.22 0.33 /0.30
(Glass Type T)'
LowE vent Lite N/A 0H.21 10.07 N/A N/A
(Gloss Type D
Clear vent Lite N/A 0_25 / 0.'12 N/A N/A
Moss Type T)'
Flush or Embossed(Opaque) 0,13 10.01
Air Leakage 20.3 cfm/M
Note:Bold values meets Ufactor and SHGC ENERGY STAR qualification criteria in all 50 states Test Report ft STN I4005-JM
*See Product Code Structure
Energy performance values have been established in accordance with international Energy Conservation Code(IECC);
0-factors determined in accordance to NFRC 100&SHGC values determined in accordance to NFRC 200.
Q Based on 2'0"door unit width or greater(no sidelites).
Oj Our eonpnuinp proprom of prodw impmemenl motes specitimpom.
&es p and protluct oemll s klj d Io shame vntnoul nonce.
cD 2014 Masonite International Corporation.All Rights Reserved. 7/14
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Professional (y iApproval
Product AVUrovzl Menu> r i_,upj 16uo�,=ed•yi>" _�%ap,�q_-c>Application Detail
FL# FL4904-R7
- Application Type Affirmation
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
(615)441-4258
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
I affirm that there are no changes in the new Florida
Building Code which affect my product(s)and my product(s)
are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes No N/A
Product Approval Method Method 1 Option A
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbbiSc... 6/22/2015
Date Submitted 04/29/2015
Date Validated 04/29/2015
Date Pending FBC Approval
Date Approved 05/04/2015
Summary of Products
FL# Model,Number or Name Description
4904.1 Wood-edge Steel Side-Hinged Door 6'-13"Opaque I/S and O/S Single Door
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC N1006110.0 i.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +76.0/-76.0 Installation Instructions
Other:Evaluated for use In locations adhering to the FL4904 R7 11 FL012B.odf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed, _FI_4904 R7 AE 504A.ndf
3'-0"x 6'-8"max nominal size.When large missile Impact Created by Independent Third Party:Yes
resistance Is required,hurricane protective system is NOT
required.See DWG-MA-FL012B-05 for details,
4904.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S and O/S Single Door
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC N1006110.02.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+70.0/-70.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4904 R7 11 FL0129.01'
Florida Building Code Including the High Velocity Hurricane Verined By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 503A.pdf
3'-0"x 8'-0"max nominal size.When large missile Impact Created by Independent Third Party:Yes
resistance is required,hurricane protective system is NOT
required.See DWG-MA-FLO129-05 for details.
4904.3 Wood-edge Steel Side-Hfnged Door 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 P.7 C CAC N1006110.01 xdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+55.0/-55.0 Installation Instructions
Other.Evaluated for use In locations adhering to the FL4904 R7 I1 FL0128.0f
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 502A.0df
12'-0"x 6'-8"max nominal size.When large missile Impact Created by Independent Third Party: Yes
resistance is required,hurricane protective system Is NOT
required on opaque panels, but Is required on glazed panels.
See DWG-MA-FL0128-05.
4904.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes F_!_4904 R7 C CAC N1006110.0L.paf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +45.0/-50.0 Installation Instructions
Other:Evaluated for use In locations adhering to the LL4904 R7 11 FL0. 29.j1df
Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 501A.pdf
12'-0"x 8'-0"max nominal size.When large missile Impact Created by Independent Third Party: Yes
resistance is required,hurricane protective system is NOT
required on opaque panels,but is required on glazed panels.
See DWG-MA-FL0129-05.
4904.5 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S w/or w/o Sidelites
Units
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgteluIwHNbbISc... 6/22/2015
u
Limits of Use Certification Agency Certificate
' Approved for use in HVHZ:Yes FL4904 R7 C CAC NIO06110 02 pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+50.0/-45.0 Installation instructions
other:Evaluated for use in locations adhering to the FL4904 R7 11 FL0129.Ddf
Florida Building Code Including the High Velocity Hurricane Verified By:National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 501A.13df
12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party:Yes
resistance Is required,hurricane protective system Is NOT
required on opaque panels,but Is required on glazed panels.
See DWG-MA-FL0129-05.
4904.6 Wood-edge Steel Side-Hinged Door 6'-B"Glazed I/S and O/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC N1006110.03.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2020
Design Pressure: +50.5/-50.5 Installation Instructions
Other:Evaluated for use in locations adhering to the i:"L4904 R7 11 FL0130. dfdf
Florida Building Code Including the High Velocity Hurricane Verifled By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
{(� Structures,does not exceed the design pressures listed. FI-4904 R7 AV 502A.odf
It L} 12'-0"x V-B"max nominal size.When large missile Impact Created by Independent Third Party:Yes
resistance is required,hurricane protective system is
required.See DWG-MA-FLO130-05 for details.
4904.7 Wood-edge Steel Side-Hinged Door 8'-0"Glazed I/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL.4904 R7 C CAC N1006110.04.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2020
Design Pressure: +40.0/-45.0 Installation Instructions
Other:Evaluated for use in locations adhering to the FL4904 R7 11 FL0131.Ddf
Florida Building Code including the High Velocity Hurricane Verifled By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 501A.odf
12'-0'x 8'-0"max nominal size.When large missile Impact Created by Independent Third Party:Yes
resistance is required,hurricane protective system is
required.See DWG-MA-FLO131-05 for details.
4904.8 Wood-edge Steel Side-Hinged Door 8'-0'Glazed O/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes F1.4904 R7 C CAC N1006110.04.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2020
Design Pressure:+45.0/-40.0 Installation Instructions
Other:Evaluated for use in locations adhering to the FI-4904 R7 II FL0131.odf
Florida Building Code including the High Velocity Hurricane Verifled By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 501A.odf
12'-0'x 8'-0"max nominal size.When large missile Impact Created by Independent Third Party:Yes
resistance Is required,hurricane protective system is
required.See DWG-MA-FLO131-05 for details.
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Contact Us::1940 North Monroe Street.Tyafthil.FL 32399 Phone;850487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Prlvacv Statement::A"mibility Statement::Renmd 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:
0 ® K — M
http://www.floridabuilding.org/.nr/pr app_dtl.aspx?param=WGEVXQwtDgtelulwHNbb1SC... 6/22/2015
NOTICE OF PRODUCT CERTIFICATION
a. Company: Masonite International Corporation Certification No.: NI006110.03
19.55 Powis Road Certification Date: 07/23/2005
West Chicago, IL 60185 Expiration Date: 12/31/2014
sr Revision Date: 09/27/2011 _
Product: Wood-Edge Steel Glazed Insi-ving or Outswing Door w/and w/o Non-Impact Rated Sidelites
t � (w/Wood Frame unless noted)
G Specifications Tested To: TAS 202-94
The"Notice of roduet Certification" is only %-alid if the NAM[ Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
N.AMI's Certified Product Listin at �i,i%,w.Namicertification.coni. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI),
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test Impact Drawing Number&
Outswing Opaque Size Pressure Pressure Rated Comments
X IiS Glazed 3'0" x 6'8" 50.5;-50.5 2.86 psf No NC 11-210-2930-7
Sin-le j N1ax;rnum Panel Svc:3'0".x 6"8" 1
i
Anchor Detail-MA-F1.0130-05
X O'S Glazed 3'0"x 6'8" +50.5/-50.5 7.60 psf j No NCTL-210-2930-7
Single i �1<iximum Panel Site:3'0"x 0-8-
Anchor 130,05
XX I!5 Glazed 6'0" x 6'8" -50.5i-50.5 2.86 psf i No NCTL-210-2930-7
Double I Maximum Panel Size:3'0"x 6'8" I
Anchor Detail-MA-P1_0130-05
XX O;S Glazed 6'0''x 6'8" 1-50.5 -50.5 I 7.60 psf No NC 11-210-_N30-7
Double
Maximum Panel Size:3-0"x 6'8"
Anchor Detail-MA-FL0130-05
XO OX US Glazed Door 6'0" x 6'8" +50.51-50.5 2.86 psf Door-No NCIT-210-2930-7
Single w,'Sidelite Glazed Sidelite I Sidelite-No MA-XVI 0115-16:17118!19,20!21-02
Maximum Panel S,/c:3'0"x 6'8*'
I I Anchor Dctail-MA-FL0130-0
XO.:OX US Glazed Door 6`0" x 6'8" -50.5.!-50.5 7.60 psf Door-No NCTL-210-2930-7
Single %c'Sidelites Glazed Sidelite Sidelite-No Maximus,Panel Size:3'0"'x 6'8"
:\nchor Detail-Al:1-['L01 30-U^
OXO I.S Glazed Door 9V' x 6'8" 50.5--50.5 2.86 psi' Door-No NC 11-210-2930-7 --- i
Sinele "!.'Sidelites Glazed Sidelites Sidelites-No �faxmttun Panel Sirr:_3'0
Anchor Detail-MA-1`I.0130-05
OXO O:'S Glazed Door I 9'0" x 6'8" -50.5'-50.5 7.60 psf Door-No NCTL 210 2930 ?
Sinulc �V•'Sidelites I Mamnium Panel Sire:3'0"x 6'8-
i Glazed Sidelite, I Sidelites-No 1
I Anchor Detail-NIA-11013o-(.)5
OXXO I'S Glazed Doors12'6"x 6'8" -50.5.'-50.5 2.86 psf Doors-No NCIT-210-2930
jDouble +•.'Sidelites Glazed Sidelites Sidelites-No I t`rax;mum Panel Si/C:3'u`x 6 8' j
:anchor Detail-NIA-FL0130-05
OXXO O•S Glazed Doors 12'6" x 6'8" -50.5.'-50.5 7.60 psf Doors-No NCTL-210-2930.7
Double w/Sidelites Glazed Sidelites Sidelites-No Nlaxnnum Panel Si/e:3-0 x 6'8
Anchor Detail-MA-FLO 130-n5
X I.S Glared Ventlite 3'0'' x 6'8" 55.0' 55.0 2.86 psf No N01-210-3461-1
Shale Nlax;nrurn Panel Svc:3'0".k 6.8"
Anchor Detail-MA-t-L0130-,i5
X O'S Glazed Ventlite 3'0" x 6'8" 55.0'-55.0 0.0 psf No Mjt-?+10-3.161-1
SInSIe j 1 Nlavm i Pmol Size:3-0",x c, 8"
An- or Dcanil-MA-I 0l 30-05
National Accreditation & Management Institute, Inc./4794 George 'Washington Memorial Highway/H " VA;23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE-
L0
00
149'MAX. OVERALL FRAME WIDTH O
SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT 27" MAX PANEL " MAX.
D.L.O.- PANEL WIDTH _ 37.5" MAX. ¢ Q
FRAME WIDTH z c J
6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL O
L_
GENERAL NOTES ~ O U
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO Z
THE FLORIDA BUILDING CODE AND WHERE PRESSURE F'- U)()
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM L!7
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, Q 10)!_
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. (JJ
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. X Ld
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 m
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. _
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4. PLASTICS TESTING OF LITE FRAME MATERIAL:
TEST DESCRIPTION DESIGNATION RESULT o_
SELF IGNITION TEMP ASTM D1929 740 'F 1 650 'F '
RATE OF BVRNING ASTM D635 D.77 IN MIN
SMOKE DENSITY ASTM D2843 1 13.47 I z W
TENSILE STRENGTH' ASTM D638 1 7.507 DIFF W
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' COMPARATIVE TENSILE STRENGTH AFTER WEATHERINGcm W
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WITH SIDELITC WITH SIOF-LITE WITH VEN7LITE o u m<z
WHERE WATER INFILTRATION PERFORMANCE IS DATE: 7/11/05
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
TABLE OF CONTENTS
CONFIG MAXWIDTH INSWING I CUTSWING _ INSWING OUTSWING SCALE: N.T.S.
SHEET DESCRIPTION X 37.5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5
1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 t/i /�.�. owc.tar: SWS_�
2 ANCHORING LOCATIONS & DETAILS OX or XO75 +50.5 -50.5 _+50.5 -50.5 +19.0 -19.0 +50.5 -50.5 {,�jr v'- �/ C11K.BY:
3 ANCHORING LOCATIONS & DETAILS 0X0 1 12.5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 KURT BALTHAZOR oltawlnc no.:
OXXO 149 -150.5 -50.5 +50.5 -50.5 +19.0 -79.0 +50.5 -50.5 FLORIDA P.E. OwG-MA-FL013o-05
X - VENT 37.5' 4-55.0 -55.0 +55.0 -55.0 N A N A 1 x/5653.3
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ASTRAGAL RETAINER BOLT HOLE o a afw
MUST BE DRILLED THROUGH O_I(n(n> p
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#8 x 2-712" STRUCTURE DEEP ENOUGH D o z o
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DETAIL "C" ATTACH ASTRAGAI. RETAINER BOLT DDW 995 ALUM, STEEL OR BUTYL SPACER
STRIKE PLATE TO FRAME OR EOUAL�
DETAIL "D" / yB x I-1/2"PHS oom¢o
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f Rerie�red BY - DRAWING No.:
XTEERIOR INTERIOR
INSWING THRESHOLD OUTSWING THRESHOLD Date HIN �••-% YpICAL GLAZING DETAIL DWG-MA-FLOIJO-05
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ATTACHMENT DETAIL :3 > o
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, HARDWARE SCHEDULE u w� N
SIGNED AND SEALED BY LUIS R. LOMAS, PE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND <
(FLORIDA #62514) WITH THE LOWEST (LEAST) SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
FASTENER RATING FROM THE DIFFERENT FASTENERS AT 5-1/2" CENTERLINE. oo'0rp
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 2. 4" X 4" FULL MORTISE BUTT HINGES w n a p a
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL a
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR v n
LOCATION.
MI" .
1.50" 1.25" .
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM —0.25" WIN ° t' 0.25" adderevnaNalll
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM
lul
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE DATE: 7/11/05
MINIMUM EMBEDMENT OF 1-1/4".
CL
—� �— �1 CL—� �— ;1 SCALE: N.T.S.
:a:.• :;+;.• Certl"atbn NO.: DING. Br: S WS
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO Reviewed By. 7rT— c... BY.
TRANSFER LOADS TO STRUCTURE. DaleReviewe�/;�/,�
TYPICAL WOOD BUCK TYPICAL MASONRY DRAWING NO.:
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ANCHOR INSTALLATION ANCHOR INSTALLATION DWG-MA-FLO130-05
SHEET OF 3