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Approval
USER:Public User
Product Approval Meru>P,od act or Apolicatior:Search>Applicatior.List>Application Detail
FL# FL22513-R3
Application Type
Revision
Code Version 2020
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary. g
Comments REVIEWED FOR
Archived
CODE COMPLIANCE
Product Manufacturer Masonite Intern ational
Address/Phone/Email 1955 Powis Road a T LUCIE COUNTY
®UNTY
West Chicago,IL 60185
(80 BOCC
sschreiber@masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com /
Technical Representative
Address/Phone/Email
Quality Assurance Representative File Copy
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 11/06/2020
Date Validated 11/09/2020
Date Pending FBC Approval
Date Approved 11/17/2020
file:///C:/Users/haltemi/AppData/Local/Temp/Low/XL6YL50U.htm 6/18/2021
Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
22513.1 HPC Wood-edge Steel Side-Hinged 6'-8"Glazed I/S or 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 FL22513 R3 C CAC NI013747.01-R2 0di'
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/30/2025
Design Pressure: +50/-50 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0212.r)df
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size. When Evaluation Reports
impact resistance is required,hurricane protective system is FL22513 93 AE_514003B.
required.Door top rails stamped"HPC".See DWG-MA-FL0212 Created by Independent Third Party: Yes
for details.
22513.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S or O/S Single Door Unit
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL225.13._R3_C CAC NI013%1_?.04-R1,_rd
... ..........
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2025
Design Pressure: +70/-70 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.odf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed.3'-0"x 8'-0"max nominal size.When impact Evaluation Reports
resistance is required,hurricane protective system not FL22513 R3 AE 514009B.odf
required.See DWG-MA-FL0215 for details. Created by Independent Third Party: Yes
__j
22513.3 Wood edge Steel Side Hinged Door 8' 0"Opaque I/5 Single or Double Door w/or w/o Sidelites
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL2251_3...._R3.._C CAC NT 11 747 04-R1_,-df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2025
Design Pressure: +45/-50 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.Ddf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0"max nominal size.When Evaluation Reports
impact resistance is required,hurricane protective system not FL22513 R3 AE 514007B.Ddf
required on opaque panels,but is required on glazed Created by Independent Third Party: Yes
sidelites. See DWG-MA-FL0215 for details.
22513.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R3 C CAC NI01374'04-R1 ^df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2025
Design Pressure: +50/-45 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.0df
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0"max nominal size. When Evaluation Reports
impact resistance is required,hurricane protective system not FL22513 R3 .AE 514007B.odf
required on opaque panels,but is required on glazed Created by Independent Third Party: Yes
sidelites.See DWG-MA-FL0215 for details.
22513.5 Wood-edge Steel Side-Hinged Door 8'-0"3/4-Lite Glazed I/5 or O/S Single or Double Door w/or
Unit w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL2251.3 R3 C CAC NI013747.06-R1.0df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/30/2025
Design Pressure: +40/-40 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL2251.3 R3 II FL0217.odf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0"max nominal size.When Evaluation Reports
impact resistance is required,hurricane protective system is FL22513„„_R°...AE._514007B,pdf
required.See DWG-MA-FL0217 for details. Created by Independent Third Party: Yes
22513.6 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single Door
Unit
file:///C:/Users/haltemi/AppData/Local/Temp/Low/XL6YL50U.htm 6/18/2021
Florida Building Code Online Page 3 of 3
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R3 C CAC NI013747-R2.gar
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2025
Design Pressure:+70/-70 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0211.Ddf
Building Code,including the High Velocity Hurricane Zone, Verified By:National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed.3'-0"x 6'-8"max nominal size.When impact Evaluation Reports
resistance is required,hurricane protective system not FL22jU R3 AE 51401 B. df
required.See DWG-MA-FL0211 for details. Created by Independent Third Party:Yes
22513.7 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single or Double Door w/or w/o
Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R3 C CAC N1013747-R2
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2025
Design Pressure:+55/-55 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22513 R3 II FL021I.od
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size.When Evaluation Reports
impact resistance is required,hurricane protective system not FL22513 R3 AE 514008B.Ddf
required on opaque panels,but is required on glazed Created by Independent Third Party:Yes
sidelites.See DWG-MA-FL0211 for details.
22513.8 Wood-edge Steel Side-Hinged Door 6'-8"3/4-Ute Glazed I/S or O/S Single or Double Door w/or
Unit w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22513 R3 C CAC NI013'47.03-R2^df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2025
Design Pressure: +50/-50 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22513 R3 11 FL0214 odf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6-8"max nominal size. When Evaluation Reports
impact resistance is required,hurricane protective system is FL22513 R3 AE 514008E Ddf
required.See DWG-MA-FL0214 for details. 1 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 mail.If you have any questions,please contact 650.487.139S.`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:
Credit C
Safe
i
file:///C:/Users/halterm/AppData/LocaLTemp/Low/XL6YL50U.htm 6/18/2021
r)IJ MASONITC. Lo
WOOD-EDGE STEEL DOOR UNIT �O
8'-0"DOUBLE DOOR WITH/WITHOUT SIDELITES 149'u4X.OVERALL FRAME VMTH
21' MAX 36.375" MAX.
D.L.O. PANEL WIDTH 37,5' MAX. L/)
GENERAL NOTES W/ASTRAGAL FRAME WIDTH ¢ 3 O
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE Q U
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, _
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. �U
2. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION CT)
OR THE HIGH VELOCITY HURRICANE ZONE (HVHZ), W
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS, BUT IS REQUIRED ON SIDELITES.
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. G
4 CS TESTING: _j
TEST DESCRIPTION DESIGNATION LITE FRAME pi
SELF IGNITION TEMP ASTM D1929 740 F > 650 'F
RATE OF BURNING ASTM D635 0.77 IN MIN
SMOKE DENSITY ASTM D2843 13.0 y
TENSILE STRENGTH- ASTM D638 7.1% DIFF o
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING d
4500 HOURS XENON ARC METHOD 1
If 0
AddNdunblgl/ a. 0.1
QM�i�llllo:. 3:
11111wre► DOUBLE DOOR N17 W/AID IT S
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® ® ® ® ® ® ® ® 013 ® ® ® ® 0303 W O
U s
• • • • 0
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co
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT IN/SIDELITES DOUBLE DOOR UNIT W/SIDELITES
WITH SIDE�y_$Lfl11T WITH SIDELIjETH SIDELIj <0
WHERE WATER INFIL RATION PER ORMANCE Is312 6 17
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
TABLE OF CONTENTS C NFI MAX WIDTH INSWINO OUTSWING INSWING UM ER 0 -SERIES HIGH DAM SCALE N.T.S.
SHEET DESCRIPTION X + 0.0 - 0. + 0.0 -70. INA
N A + 0.0 -70. �1 L� pwp.BY: SWS
1 TYPI ELEVATIONS k GENERA NOTES XX 4 +4 .0 - +50. -4 . N A N A N A wr
2 ANCHORING LOCATIONS & DETAILS OX or XO +4 .0 - + -4 .0 N A N N A CHIC.B'`
3 ANCHORING LOCATIONS do DETAILS OX 112.5 +4 .0 - .0 + 0.0 -4 . N A N A N A CMG No'
XXO 14 +4 .0 - N A N A N A KUR7 LIDA P.E.R
FLORIDA P.E. DWG-MA-F10215-17
156533
sN[n 7 of�
g' SEE DETAIL g' Ln
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SEE DETAIL
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II it
V. 3. 3
Y 3' 3' �'-
ID
g 3" SEE DETAIL 3w8' #8 x 2" -"1
'F' ASTRAGAL RETAINER BOLT HOLE
• MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
#10 x 5/8" STRUCTURE DEEP ENOUGH
#8 x 2 #10 x 5/8 FOR A 1.375" THROW
DETAIL "E" ASTRAGAL SAIL "F" ASTRAGAL z
#8 x 2" #10 x 1" ATTACH ASTRAGAL RETAINER BOLT g
#10 x 2-1/2 STRIKE PLATE TO FRAMELn
#10 x 1"
#10 x 5/8" AS SHOWN.
DETAIL "C"
DETAIL "D"
NOT MELT
l 0.962't nASTOMER�`
1.375
T T nalrw z
INSWING THRESHOLD BUMPER O/S THRESHOLD HOT MELT/•' 7 +/z•�rE Cdu1�N4.
Et�STOMER �'" �IdlMllt DAB: 5126117
I 1 "-••. "Drat: N.T.S.
EXTERIOR IMERIOR DWG.•t: SWS
1.482' 1.75' t.047" TYPICAL GLAZING DETAIL CHK.m:
T T NON-IMPACT GLASS DPAWM ND,
Z-SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD DWO-MA-FLO2+6-+7
"MEET 2 --
. MaMldlwbliMl
.F/SUl73M} _ 2 00
—
SEE DETAIL
E" SHT. 6•, 6• (gyp
6" 6'
I I I I I I I I I I I a: �O
6' — 8' 6• 6• ¢ �S Q
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LV
SEE DETAIL
"D' SHT. 2
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SEE DETAIL 6 w
A N "C" SHT. 2
U �
3' 3"
6" `6 _ _ 6 6 I & o
rl I I I I
1 3"6" 3" ^ 3' 6 3+ 3' 3" 3. 3
SEE DETAIL
F" SHT. 2
ATTACHMENT DETAIL 1.25"
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN ••` � S o
SIGNED AND SEALED BY LUIS R. LOAAS, PE HIM HARDWARE SCHEDULE
(FLORIDA #62514) WITH THE LOWEST (LEAST) CL—� �— ;Y: 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
FASTENER RATING FROM THE DIFFERENT FASTENERS a SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
BEING CONSIDERED FOR USE. JAMB, HEAD, AND AT 10-1/2" CENTERLINE.
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE TYPICAL MASONRY
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL ANCHOR INSTALLATION 2• 4" X 4" FULL MORTISE BUTT HINGES. o
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4". i 1"x1/2" CORRUGATED #IOX2" WOOD SCREW
1.50' 3" OM EACH END 6" AND 1E2A•COCEND (3) N10K2-1/2" Q O
AND T OC V40a EW
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN 0.25' EACHSENDS z
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MAX ACRYLIC
OF 1-1/2- MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE I I_ LATEX �+ 5126177
MINIMUM EMBEDMENT OF 1-1/4 CL— � ACRYLIC SCALE N.T.S.
,qI L DM.BY: SWS
ULK CL
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
cwc.ev:
TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK COMBINATION WOOD COMBINATION WOOD INTEGRAL WOOD DR1M"6 N0'
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (CHS) DWG-MA-FL0215-17
— 3 ov_
County Certification Number. 32432 Planning&Development Services
Building&Code Regulation Division
2300 Virginia Ave
Ft Pierce,FL 34982
Phone:(772)462-1672 Fax:(772)462-1148
http:/fwww.stiucieco.org/planning/contract_licen.htm
Young, Laura J.
Stevensons Construction, Vic
889 SW General Patton Terrace
Port St Lucie, FL 34953
Class Code: BUILDING—CERTIFIED
License Type: COUNTY CERTIFICATION
This Competency Card, issued by the St. Lucie County Contractor Certification Division, authorizes
work for the Class Code stated,for the unincorporated areas of St. Lucie County. It does not authorize
work for the City of Ft. Pierce, St. Lucie Village,or the City of Port St. Lucie. It is the Contractor's
responsibility to maintain this card in a current status by providing a Certificate of Insurance, current
address and telephone information, and renewing this card annually as required.
Expiration Date: 8/31/2022
Danielle Williams
-------------------------------------------------
Wallet Contractor ID Card
Cut to fit, then fold in half
-----------------------------------------------------------------------------------------------------
IDENTIFICATION CARD
i County Certification Number 32432
Class Code:BUILDING—CERTIFIED Contractor Licensing: (772)462-1672 1
Contractor Fax Line: (772)462-1148
i This is to certify that YOUNG,LAURA J.,STEVENSONS Automated Inspection Line: (866)284-1280
CONSTRUCTION,LLC has been issued a County Certificate in
St.Lucie County,beginning on 6/14/2021 and ending on Inspection Line: (772)462-2172
' 8/31/2022,unless license is revoked.
Danielle Williams
Authorized Licensing Official
NOTICE OF PRODUCT CERTIFICATION
�V oEaTt,?0,,
a�V PIC,a,n Company: Masonite International Corporation Certification No.: NI013747.04-111
1955 Powis Road Certification Date: 06/08/2017
•= West Chicago,IL 60185 Expiration Date: 06/30/2025
k
Revision Date: 07/27/2020
Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites
At VS'w (w/Wood Frame unless noted)
Specification: TAS 201/202/203-94
Impact: Large Missile Impact Rated Non-Impact Glazing: Insulating Glass(Tempered)
The"Notice of Product Certification"is only valid if the NAMI 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 Listin at www.Namicertification.com. 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 I/S Opaque 310"x 8'0" +70/-70 0.0 psf Yes ATLNC 1001.01-13
Single Maximum Panel Size:3'0"x 8'0"
Anchor Details-DWG-MA-FL0215-17
X O/S Opaque 3'0"x 8'0" +70/-70 0.0 psf Yes ATLNC 1001.01-13/CTLA 919W
Single Maximum Panel Size:3'0"x 8'0"
10.5 Vsf Z Anchor Details-DWG-MA-FL0215-17
XX I/S Opaque 6'0"x 8'0" +45/-50 0.0 psf Yes ATLNC 0113.01-15
Double Maximum Panel Size:3'0"x 8'0"
Anchor Details-DWG-MA-171,0215-17
XX O/S Opaque 6'0"x 8'0" +50/45 0.0 psf Yes ATLNC 0113.01-15
Double Maximum Panel Size:3'0"x 8'0"
Anchor Details-DWG-MA-FL0215-17
XO/OX I/S Opaque Door 6'0"x 8'0" +45/-50 0.0 psf Door-Yes ATLNC 0113.01-15
m Panel Size:3'0"x 8'0"/Sidelite:3'0"x 8'0"
Maximum Single w/Sidelite Glazed Sidelite Sidelite-No Anchor Details-DWG-MA-FL0215-17
XO/OX O/S Opaque Door 6'0"x 8'0" +50/45 0.0 psf' Door-Yes ATLNC 0113.01-15
Single w/Sidelite Glazed Sidelite Sidelite-No
Maximum Panel Size:3'0"x 8'0"/Sidelite:3'0"x 8'0"
Anchor Details-DWG-MA-FL0215-17
OXO I/S Opaque Door 9'0"x 8'0" +45/-50 0.0 psf Door-Yes ATLNC 0113.01-15
Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 8'0"/Sidelite:3'0"x 8'0"
Anchor Details-DWG-MA-FL0215-17
OXO O/S Opaque Door 9'0"x 8'0" +50/45 0.0 psf' Door-Yes ATLNC 0113.01-15
Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 8'0"/Sidelite:3'0"x 8'0"
Anchor Details-DWG-MA-FL0215-17
OXXO I/S Opaque Door 12'4"x 810" +45/-50 0.0 psf Door-Yes ATLNC 0113.01-15
Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 8'0"/Sidelite:3'0"x 8'0"
Anchor Details-DWG-MA-FL0215-17
OXXO O/S Opaque Door 12'4"x 8'0" +50/45 0.0 psf Door-Yes ATLNC 0113.01-15
Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 8'0"/Sidelite:3'0"x 8'0"
Anchor Details-DWG-MA-FL0215-17
t-Denotes Bumper Outswing Threshold 2-Hi-Dam Outswing Threshold
National Accreditation &Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE: ��
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514007B
434-688-W9 Date: 1 011 0/201 7
dlomas(a)lrlomaspe.com
Test Report. N/A
Product: Double Door with and without sidelites 12'x8'(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 7th edition(2020).
Anchor capacity in shear condition:
Solid members w/6 w/out gap:
a. With threads present in shear plane
Fastener type:#10 wood screw (NDS 2018,TR12,
Nominal diameter: D: 0190 in cap: g: 0.0000 if
Root diameter: Dr: 0.152 in Moment arm: 0.0000 it
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fr,= 80,000 psi
Side member: Douglas Fir-larch(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: Im= 1.140 in
Mode I., Mode I, Mode II Mode III,,, Mode III, Mode IV
qm= 636.5 Ibs/In qs= 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135
P= 725.61 Ibs P= 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000
Ko= 2A00 Ko= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6
Z,.= 302 Ibs Z.= 368 Ibis P= 331 Ibs As= 46.8 in-Ibs Min= 46.8 in-Ibs
KID= 2.400 P= 297 Ibs P= 319 Ibs P= 263 Ibs
Min.Design value: Z= 110 Ibs Z= 138 Ibs Ka= 2.400 Ko= 2.400 Ko= 2A00
Duration Factor: Ca= 1.6 Z= iZ4 Ibs Z= 133 Ibs Z= 110 Ibs
Allowable Design Value(ZCo): Z.. 175 Ibs/anchor
Fastener type: 1/4 ITW Tapcan Tabulated values
N.O.A.16-1222,06 edge spacing(in)
Substrate: Hollow block distance 2.00 4.00
Minimum embedment: 1.25 in 2.00 130 161
Actual edge distance: 2.50 in 4.00 163 202
Actual C To C spacing: 3.00 in
Allowable Design Volue: Z"= 155 Ibs/anchor(per interpolation when needed)
Fastener type: #10 Tek screw
Substrate: 18 GA,Steel
Tabulated design value: Z= 1266 Ibs
Safety factor: Fs= 4
Allowable Design Value(ZFs): Z'= 316 Ibs/anchor
Minimum anchor capacity: 155 Ibs/anchor
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations,minimum required anchors
36.38 36.38 Design pressure: 550 psf
A Area Load Ind. Max. Anchor
l All Zone 2 O.C. Cap. Load Result
Y Y 95.25 (ft) (Ibs) (in) (in) (Ibs) (Zty (Ibs)
Ai 2.3 126 N/A N/A 155 1 126 OK
Al Al
AZ 9.7 535 6.00 21.00 155 5 107 OK
7Z.75 A3 9.7 535 N/A N/A 155 4 134 OK
37.50 36.38 36.38 37.50 Design pressure: 55.0 psf
Area Load Max. Anchor � S R• L p/f�
Al M A4 Al Zone z O.C. Cap. Load Result �� J� • • "•.� �j
A2� Y Y Y (ft) Obs) (in) (in) (lbs) QtY (Ibs, ••�,\G E N
95.25 A� 2.4 134 N/A N/A 155 1 134 OK * •A �iJ •.
t A4 A4 At Az 10.0 548 6.00 21.00 155 5 110 OK
------ j A3 9.8 542 N/A N/A 155 4 135 OKaz
TAT OF
147.75 Aa 2.3 126 N/A N/A 155 1 126 OK ip •
A5 1 9.7 535 1 N/A N/A 155 4 134 OK i O •
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s//ONA1111 L,E\ ��`�
Luis R. Lomas P.E.
FL No.: 62514
1 of 4 9/2/2020