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Product Approval Menu > Product or Application Search >Application List>Application Detail
FL # FL22513-R2
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR. AF
by the POC and/or the c
Comments
Archived ❑
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago, IL 60185
(800) 663-3667
sschreiber@masonite.cc
i
j Authorized Signature Steve Schreiber
sschreiber@masonite.cc
i
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
i
Category Exterior Doors
Subcategory Swinging Exterior Door
Compliance Method Certification Mark or Lis
Certification Agency National Accreditation 8
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Florida Building Code Online Page 2 of 5
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Validated By National Accreditation 8
Referenced Standard and Year (of Standard) Standard
TAS 201
TAS 202
TAS 203
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 04/16/2018
Date Validated 04/18/2018
Date Pending FBC Approval
Date Approved 04/24/2018
Summary of Products
FL # Model, Number or Name Description
22513.1 HPC Wood-edge Steel Side-Hinged 6'-8" Glazed
Door Unit Sidelites
Limits of Use Certificatior
Approved for use in HVHZ: Yes FL22513 R2
Approved for use outside HVHZ: Yes Quality Assi
Impact Resistant: No 06/30/2021
Design Pressure: +50/-50 Installation
Other: Evaluated for use in locations adhering to the Florida FL22513 R2
Building Code, including the High Velocity Hurricane Zone, Verified By:
and where pressure requirements do not exceed the design Created by I
pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation
impact resistance is required, hurricane protective system is FL22513 R2
required. Door top rails stamped "HPC". See DWG-MA- Created by I
FL0212 for details.
22513.2 Wood-edge Steel Side-Hinged Door 8'-0" Opaque
Unit
Limits of Use Certificatior
Approved for use in HVHZ: Yes FL22513 R2
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Florida Building Code Online Page 3 of 5
Approved for use outside HVHZ: Yes Quality Assi
Impact Resistant: Yes 06/30/2021
Design Pressure: +70/-70 Installation
Other: Evaluated for use in locations adhering to the Florida FL22513 R2
Building Code, including the High Velocity Hurricane Zone, Verified By:
and where pressure requirements do not exceed the design Created by I
pressures listed. 3'-0" x 8'-0" max nominal size. When Evaluation 1
impact resistance is required, hurricane protective system FL22513 R2
not required. See DWG-MA-FL0215 for details. Created by I
22513.3 Wood-edge Steel Side-Hinged Door 8'-0" Opaque
Unit
Limits of Use Certification
Approved for use in HVHZ: Yes FL22513 R2
Approved for use outside HVHZ: Yes Quality Assi
Impact Resistant: Yes 06/30/2021
Design Pressure: +45/-50 Installation
Other: Evaluated for use in locations adhering to the Florida FL22513 R2
Building Code, including the High Velocity Hurricane Zone, Verified By:
and where pressure requirements do not exceed the design Created by I
pressures listed. 12'-0" x 8'-0" max nominal size. When Evaluation 1
impact resistance is required, hurricane protective system FL22513 R2
not required on opaque panels, but is required on glazed Created by I
sidelites. See DWG-MA-FL0215 for details.
22513.4 Wood-edge Steel Side-Hinged Door 8'-0" Opaque
Unit
Limits of Use Certificatior
Approved for use in HVHZ: Yes FL22513 R2
Approved for use outside HVHZ: Yes Quality Assi
Impact Resistant: Yes 06/30/2021
Design Pressure: +50/-45 Installation
Other: Evaluated for use in locations adhering to the Florida FL22513 R2
Building Code, including the High Velocity Hurricane Zone, Verified By:
and where pressure requirements do not exceed the design Created by I
pressures listed. 12'-0" x 8'-0" max nominal size. When Evaluation
impact resistance is required, hurricane protective system FL22513 R2
not required on opaque panels, but is required on glazed Created by I
sidelites. See DWG-MA-FL0215 for details.
22513.5 Wood-edge Steel Side-Hinged Door 8'-0" 3/4-LitE
Unit w/o Sidelites
Limits of Use Certification
Approved for use in HVHZ: Yes FL22513 R2
Approved for use outside HVHZ: Yes Quality Assi
Impact Resistant: No 06/30/2021
Design Pressure: +40/-40 Installation
Other: Evaluated for use in locations adhering to the Florida FL22513 R2
Building Code, including the High Velocity Hurricane Zone, Verified By:
and where pressure requirements do not exceed the design Created by I
pressures listed. 12'-0" x 8'-0" max nominal size. When Evaluation
impact resistance is required, hurricane protective system is FL22513 R2
required. See DWG-MA-FL0217 for details. Created by I
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,;Florida Building Code Online Page 4 of 5
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2513.6 Wood-edge Steel Side-Hinged Door 6'-8" Opaque
Unit
Limits of Use, Certification
Approved for use in HVHZ: Yes FL22513 R2
Approved for use outside HVHZ: Yes Quality Assi
Impact Resistant: Yes 06/30/2021
Design Pressure: +70/-70 Installation
Other: Evaluated for use in locations adhering to the Florida FL22513 R2
Building Code, including the High Velocity Hurricane Zone, Verified By:
and where pressure requirements do not exceed the design Created by I
pressures listed. 3'-0" x 6'-8" max nominal size. When Evaluation
impact resistance is required, hurricane protective system FL22513 R2
not required. See DWG-MA-FL0211 for details. Created by I
i
22513.7 Wood-edge Steel Side-Hinged Door 6'-8" Opaque
Unit Sidelites
Limits of Use Certificatior
Approved for use in HVHZ: Yes FL22513 R2
Approved for use outside HVHZ: Yes Quality Assi
Impact Resistant: Yes 06/30/2021
Design Pressure: +55/-55 Installation
Other: Evaluated for use in locations adhering to the Florida FL22513 R2
Building Code, including the High Velocity Hurricane Zone, Verified By:
and where pressure requirements do not exceed the design Created by I
pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation
impact resistance is required, hurricane protective system FL22513 R2
not required on opaque panels, but is required on glazed Created by I
sidelites. See DWG-MA-FL0211 for details.
22513.8 Wood-edge Steel Side-Hinged Door 6'-8" 3/4-Lite
Unit w/o Sidelites
Limits of Use Certification
Approved for use in HVHZ: Yes FL22513 R2
Approved for use outside HVHZ: Yes Quality Assi
Impact Resistant: No 06/30/2021
Design Pressure: +50/-50 Installation
Other: Evaluated for use in locations adhering to the Florida FL22513 R2
Building Code, including the High Velocity Hurricane Zone, Verified By:
and where pressure requirements do not exceed the design Created by I
pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation
impact resistance is required, hurricane protective system is FL22513 R2
required. See DWG-MA-FL0214 for details. Created by I
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Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy
Under Florida law,email addresses are public records. If you do not want your e-mail address release
mail to this entity. Instead,contact the office by phone or by traditional mail. If you have any questic
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emails provided may be used for official communication with the licensee. However email addresses a
please provide the Department with an email address which can be made available to the public.To
click here .
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Credit Card
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NOTICE OF PRODUCT CERTIFICATION
�d0 ?rr° Company: Masonite International Corporation Certification No.: N1013747-Rl
at 1955 Powis Road Certification Date: 06/08/2017
to+r • West Chicago,IL 60185 Expiration Date: 06/30/2021
Jnr a` Revision Date: 04/13/2018
Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites
`�"hztFA (w/Wood Frame unless noted)
P Specification: TAS 201/202/203-94
Impact: Large Missile Impact Rated Non-Impact Glazing: Insulating Glass(Tempered)
T e"Notice of Product Certification"is only valid 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
NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Pro ram 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 I/S Opaque 3'0"x 6'8" +70/-70 0.0 psf Yes ATLNC 1001.01-13
Single Maximum Panel Size:3'0"x 6'8"
'Anchor Details-DWG-MA-FL021 1-17
X O/S Opaque 3'0"x 6'8" •+70/-70 3.0 psP Yes ATLNC 1001.01-13AV-1857
Single 4.5 psf' Maximum Panel Size:3'0-x 6'8"
7.50 psf
Anchor Details-DWG-MA-171_0211-17
XX T/S Opaque 6'0"x 6'8" +55/-55 0 psf Yes NCTL-210-2930-I
Double Maximum Panel Size:3'0"x 6'8"
Anchor Deuils-DWG-MA-FL0211-17
XX O/S Opaque 6'0"x 6'8" +55/-55 3.0 psP Yes NCTL-210-2930-I
Double 4.5 psf' Maximum Panel Size:3'0"x 6'8"
7.50psf' Anchor Details-DW&MA-FL0211-17
XO/OX I/S Opaque Door 6'0"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2930-1
Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x6'8"/Sidelite:3'0"x6'8"
Anchor Details-DWG-MA-171,0211-17
XO/OX O/S Opaque Door 6'0"x 6'8" +55/-55 3.0 psP Door-Yes NCTL-210-2930-1
Singlew/Sidelite Glazed Sidelite 4.5 psf' Sidelite-No Maximum Panel Size:3'0"x 6'8-ISidelite:3'0"x 6'8"
7.50psf' Anchor Details-DWG-MA-FL0211-17
OXO I/S Opaque Door 9'0"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2930.1
Singlew/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x6'8"/Sidelite:3'0"x6'8"
Anchor Details-DWG-MA-FL021I-17
OXO O/S Opaque Door 9'0"x 6'8" +55/-55 3.0 psP Door-Yes NCTL-210-2930-1
Single xv/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size:3.0"x 6'8"/Sidelite:3'0"x 6'8
7.50psf' Anchor Demils-DWG-MA-FL0211-17
OXXO I/S Opaque Door 12'4"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2930-1
Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x6'8"/Sidelite:3'0"x6'8-
Anchor Details-DWG-MA-110211-17
OXXO O/S Opaque Door 12'4"x 6'8" +55/-55 3.0 psP Door-Yes NCTL-210-2930-1
Double w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
' 7.50psf' Anchor Details-DWG-MA-110211-17
L=Denotes Bumper Outswing Threshold 2-Denotm Z-Series Outswing'rhreshold 3-141-Dam Outswing Threshold 4-Pro T4 Threshold 5-HP Outsa9ng Threshold
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel:(804)684-5124/Fax:(804)684-5122
NAM AUTHORIZED SIGNATURE:
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� M'
1116 MASONITE. 149•PAX OVO L FRAME 10DTR o c
' o
WOOD-EDGE STEEL DOOR UNIT 21"MAX 36,375'MAx, Q o
D.L.O.- PANEL WIDTH 37.5'MAX. p
6'8'DOUBLE DOOR WITH/WITHOUT SIDELITES WILSTRAcaL 'I FRAME WIDTH o �'
H- O
GENERAL NOTES
1. EVALUATED FOR USE RJ LOCATIONS ADHERING TO ® ® ® ® w Q U I
THE FLORIDA BUILDING CODE AND WHERE PRESSURE FZ= T
RE'N LOADS
AS DETERMINED BY ASCE 7,MINIMUM
DESGN LOADS FOR HEBUILONGSSIG AND POTHERRESSURES
STRUCTURES, �
DOES NOT EXCEED THE DESIGN PRESSURES LISTm.
2. HURRICANE PROTECTIVE SYSTEM(SHUTTERS)IS NOT REQUIRED ON m N Z {
OP�UE PANELS,BUT IS REOUIREEOO ON GLAZED SIDEUTES.
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, 3 1
EXCLUDING THE MGH VELOCITY HURRICANE ZONE(H
E SYSTEM VHZ), v O
HURRICANE PROTECTI STEM IS NOT REQUIRED ON OPAQUE
ON*PANELS I_PANELSOMPACT GLA55. •BUT IS REQUIRED
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 80 PER ASTM l W
5. PLASTICS TESTING: l
TEST DESCRIPTION DESIGNATION UTE FRAME
1g_
ICNRION TEMP .ASTM CT920 842.'F i 650
RATE OF.BURNING .ASTM Cfi35 I:1.28 IN MIN -. _ .. _ 0
NOKE DENSITY ASTM 02843 70.2X
yy H
SILESTRENGTH• .:ASTM 0638
•GOMPARATI TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD i DOUBLE DOOR UNIT WAIDEUTES o
a� I
(3 E3 13 r3 m 11 1313 13 E3 1113 13 13 M 13
00
00.
L.�� �� �� o� ��
Do. xN
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SINGLE DOOR U.VR DOUBLE DOOR_UNIT ,SINGLE DOOR UNIT SINGLE ,nnR MR „•gjNO_F DOOR UNIT W/SIDE ITES DOUBLE-DOOR. NR W/SID"f RT'S i
,jyRH SlDELRE WITH.SIDELRE, w '
o
- -' FTERE IN IL I N PERFORMANCE 5
DESSGN PRESSURE RATING REQUIRED T0.BE 15%OF,DESIGN PRESSURENCONI,IG T U I, INSWINGBUMPER S 2-SERI HIGH OAM 0 0.0CING +50.0 -50. +74. +55.0..._-55.0 +55.0 -5.0 _ N A" +20.0 ..-20.0 +30.0.: -30.0..+50.0.._.--0. _ N A O + 0 -50 +550 -550 N +20 +0.0 -30.0 +50.0 -0.0 _N A' """- N A..... +55.0 -55. +55.0 -5.0 N A +20.0 -20.0 +30.0 '-30.0 +50. -- N A N A 148 +.5.0. :-55.0 +55.0 -55.0 M A +20. - + - + .0- -50.0 I N. N' MTE•5 26/17
.. ... _ - _. N.T.S.
TABLE OF CONTENTS MlvdmmMWi - • SWS
SHEET g i i DESCRIPTION CvficmmNt.. - -
B gy KURT-LTHAZOR oanxwo No.:
1._..TYPICAL ELEVATIONS&GENERAL NOTES "I _ FLORIDADWG-YA-FL02f t-f7
2- MICHORINC LOCATIONS&DEDUlS --Y.. (56533
3 ANCHORING LGCATIONS&DETAILS - "' 1 -3
1
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6• SEE DETAIL 3• 6• (gyp
E•
" 6"3"-1 - 1D -�6• 6•, � a
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8 n LC
a SEE DETAIL to
^-D-
SEE DETAIL SEE DETAIL
C.
n B s H o I u6i •_ t
3•
11 I I 6 6"��
3•"1 3• 3• —3 I 3" 3• 8, .~6• � t" #
6" IE DETAIL #8 x 2" 3
ASTRAGAL RETAINER BOLT HOLE
#6 x 2" x/10 x 518-' MUST BE DRILLED THROUGH 4
.THE THRESHOLD & INTO THE o 3
STRUCTURE DEEP ENOUGH
�f10 x 5/8" FOR A 1.375" THROW w z
//8 x 2 #10 x 1" DETAIL "E"ASTRAGAL DETAIL "F"ASTRAGAL �
x/10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT
0 lal-.
f/10 x 1" STRIKE PLATE TO FRAME#10 x 5/8" AS SHOWN.DETAIL "CN� TT1.376" 1.437i6 x 1-1/2'PNST T TTHRESHOLD 3UMPER 0/S THRESHOLD T4 O/STHRESHOLD NOT MELT '.111/]'311EELS10ME3w,Ealma ltm196 1 .
1.482" 7.75" `1.047• 7,437", I
TYPICAL GLAZING DETAIL °Nn B1' sjoS a
I I T T NON-IMPACT.-GLASS p0C 3"
av�wac w,
Z-SERIES 0(S THRESHOLD _HIGH DAM OjS THRESHOLD HP 0/S THRESHOLD u;vc_un_ELos11_17
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SEE DETAIL a IW-U)U
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St- 6'�- _ 1 6• o ST 1
6• 1.-
HARDWARE SCHEDULE °
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT_5-1/2" CENTERLINE.
ATTACHMENT DETAIL 1.25 * 2. 4" X 4" FULL MORTISE BUTT HINGES.MIN
_ !
---
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED. Mpx
_0.25• 1•X1%2"CORRUGATED )910X2•WOOD SCREW
SIGNED AND SEALED,BY ROBERTO LOMAS, PE SFII.M
(FLORIDA X62514) WITH THE LOWEST (LEAST)
3.
FROM EACH
END 6"FROM EACH END i T
AND 7 OC AND 12.OC r z i
FASTENER RATING FROM THE DIFFERENT FASTENERS CL- I- L
0
BEING CONSIDERED FOR USE. JAMB, HEAD, AND ;•.: AC�R71TIc < 4
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
ULK
#1,0 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACRYLIC E
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION cLnra �cL i
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". °o; }
WOOD SCREW EDGE DISTANCE MIN 3/4 f
49:�
COMBINATION WOOD COMBINATION WOOD
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50• MULLION (BOXED) MULLION (BOXED)
AN51/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHENEMEN'T FIN 0.25 (3 1ox2-t 2 OFA 1-1/2' MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE ; %tI SCREWS j
MINIMUM EMBEDMENT OF 1-1/4 EACH END -
'� CL—I I w,: ,.. - 26/17
r
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO N.T.S.
..' - SW3
TRANSFER LOADS TO STRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LES.
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
INTEGRAL WOOD DWG-•,.rtDat1-n
MULLION, (CHS)
s"FET 3 a 3
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L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010
434-688-0609 Date: 05/01/2017
rllomas()lrlomaspe.com
Test Report: N/A
Product. Single door S x 68"(Wood Frame)
Scope:
This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to
the product described herein.These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/a w/out gap:
a. With threads present in shear plane
Fastener type:#10 wood screw (NDS 2012,TR12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: Dr: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi
Side member:Douglas Fir-Lorch(6=0.50) Main member: Spruce-Pine-Fir(6=0.42)
Side member thickness: t,= 1.000 in Main member thickness: t.= 1.500 in
Side member dowel bearing strength: F.,= 4,650 psi Main member dowel bearing strength: F_= 3,350 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 1.= 1.140 in
Mode I. Mode I. Mode II Mode III. Mode III, Mode IV
qm= 636.5 lbs/in qs= 884lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014
P= 725.61 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000
KD= 2.400 Ko= 2.400 C: -427.67 C: -253.62 C: -267.7 C: -93.6
Zm 302 lbs Z�= 366 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
KD= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs
Min.Design value: Z= 110 lbs Z= 138 lbs KD= 2.400 KD= 2.400 KD= 2.400
Duration Factor: CD= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value(ZCD): Z'= 175 lbs/anchor
Solid members w/6 w/out gap:
a. With threads present in shear plane
Fastener type:#10 woad screw (NDS 2012,TR12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: Dr: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi
Side member: Douglas Fir-Larch(G=0.50) Main member:Steel strap/clip
Side member thickness: t,= 1.000 in Main member thickness: t.= 0.048 in
Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: Fe.= 61,850 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: I.= 1.140 in
Mode I. Mode I, Mode II Mode III. Mode III, Mode IV
qm= 11752 lbs/in qs= 884lbs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006
P= 13397 lbs P= 884 lbs a: 1.07 B: 0.57 B: 0.5 B: 0.000
KD= 2.400 KD= 2.400 C: -4038.9 C: -3864.9 C: -267.7 C: -93.6
Z.= 5582 lbs Z, 368 lbs P= 2287 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
KD= 2.400 P= 2126 lbs P= 420 lbs P= 392 lbs
Min.Design value: Z= 163 lbs Z= 953 lbs KD= 2.400 KD= 2.400 KD= 2.400
Duration Factor: CD= 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs
Allowable Design Value(ZCD): Z. 262 lbs/anchor
Fastener type: 1/4"ITW Tapcon N.O.A.16-1222.06
Substrate:Hollow block Minimum embedment: 1.25 in
Edge distance: 4.00 in Tabulated shear design value: Z= 202 lbs
I Edge distance: 2.00 in Tabulated shear design value: Z= 161 lbs {
Actual edge distance: 2.50 in Reduction factor: 0.85 \`1ij`t 1,6
Spacing: 4.00 in Tabulated shear design value: Z= 202 lbs C ,VV�yA
Spacing: 2.00 in Tabulated shear design value: Z= 164 lbs 4` ♦ . .' r • •/ x
%
Actual spacing: 3.00 in Reduction factor: 0.91 `v ♦ tv E_N S ♦,+_h„!/.
Allowable Design Value(Zf,,N): Z''= 155 lbs/anchor ` �♦ r�
I Minimum anchor capacity: 155 lbs/anchor
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
TAT' OF
Anchor calculations,minimum required anchors ♦ moi' t
36.38 Design pressure: 85.0 psf ���♦+�Q(�1Q
Area Load Ind. Max. Anchor f� /
At Zone V NAL
2 O.C. Cap. Load Result �f,'
A2
79.25 (ft) (lbs) (in) (in) (lbs) Qty (lbs)Y �11 k�)�'����-
At 2.3 195 N/A N/A 155 2 98 OK Luis R. Lomas P.E.
At AZ 7.7 656 6.00 18.00 155 5 131 OK
FL No.: 62514
1 of 2 5/2/2017
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L. Roberto Lomas P.E.
1432WoodradRd. Manufacturer: Masonite
Lewisville,NC47023 Report#: 514010
434-688-0609• Date: 05101/2017
rIIomasna Irlomaspe.conn
Anchor Locations:
36.38
6.00 TYP. 6.00 TYP.
6.00
I
I
13.45
i
MAX.O.C.
79.25
-1-
6.00
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH
1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16"TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
4.ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
i MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: �
A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 Xt� /A
B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. R . `t
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm `
=2,000PS1 MINIMUM. \ � C ENS,
• '
�.
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI �� � s�.: ,
.052"THICK MINIMUM !.
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE *� � 1
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. i.
TAT' 4F
✓,'�F' c10Ril ..N—
fit 1-0
Luis R. Lomas P.E.
FL No.: 62514
2 of 2 5/2/2017