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FL# FL8228-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
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
Certified By
2I 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 OYes ONo ON/A
Product Approval Method Method 1 Option A
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Florida Building Code Online Page 2 of 4
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
8228.1 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S and O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 R7 C CAC NI006900.01.1)d f
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +85.0/-85.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL8228 R7 II FL0160Dx.l)df
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,does not exceed the design pressures listed.3'-0"x Evaluation Reports
6'-8" max nominal size. Hurricane protective system FL8228 R7 AE 504A.odf
required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party:Yes
Region.See DWG-MA-FLO160-07 for additional information.
8228.2 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S and O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 R7 C CAC NI006900.02.od f
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 FL8228 R7 II FL0161Dx.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,does not exceed the design pressures listed.3'-0"x Evaluation Reports
8'-0" max nominal size. Hurricane protective system FL8228 R7 AE 503A.odf
required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party: Yes
Region.See DWG-MA-FLO161-07 for additional information.
8228.3 Fiberglass Side-Hinged Door Unit 6'-S"Opaque Inswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 R7 C CAC NI006900.01.od f
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +50.5/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the FL8228 R7 II FL0160Dx.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,does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 6'-8"max nominal size.Hurricane protective system FL8228 R7 AE 502A.odf
required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party:Yes
Region.See DWG-MA-FLO160-07 for additional information.
8228.4 Fiberglass Side-Hinged Door Unit 6'-8"Opaque Outswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 R7 C CAC NI006900.01.od f
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 FL8228 R7 II FL0160Dx.i)df
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,does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 6'-S"max nominal size. Hurricane protective system FL8228 R7 AE 502A.odf
required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party:Yes
Region.See DWG-MA-FLO160-07 for additional information.
8228.5 Fiberglass Side-Hinged Door Unit 8'-0"Opaque Inswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 R7 C CAC NI006900.02.od f
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +50.5/-50.5 Installation Instructions
Other:Evaluated for use in locations adhering to the FL8228 R7 II FL0161Dx.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:
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Florida Building Code Online Page 3 of 4
ASCE 7,does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 8'-0"max nominal size.Hurricane protective system FL8228 R7 AE 501A.odf
required in HVHZ,but not required in the Wind Borne Debris Created by Independent Third Party: Yes
Region.See DWG-MA-FLO161-07 for additional information.
8228.6 Fiberglass Side-Hinged Door Unit 8'-0"Opaque Outswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 R7 C CAC NI006900.02.0 f
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 FL8228 R7 II FL0161Dx.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,does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 8'-0"max nominal size.Hurricane protective system FL8228 R7 AE 501A.odf
required in HVHZ, but not required in the Wind Borne Debris Created by Independent Third Party:Yes
Region.See DWG-MA-FLO161-07 for additional information.
8228.7 Fiberglass Side-Hinged Door Unit 6'-8"Glazed Inswing Single o r Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 R7 C CAC NIO06900.03.od f
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2020
Design Pressure: +52.0/-52.0 Installation Instructions
Other:Evaluated for use in locations adhering to the FL8228 R7 II FL0162Dx.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,does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 6'-8"max nominal size.Hurricane protective system FL8228 R7 AE 502A.odf
required in HVHZ and the Wind Borne Debris Region.See Created by Independent Third Party: Yes
DWG-MA-FLO162-07 for additional information.
8228.8 Fiberglass Side-Hinged Door Unit 6'-8"Glazed Outswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 R7 C CAC NIO06900.03.od f
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2020
Design Pressure: +55.0/-55.0 Installation Instructions
Other:Evaluated for use in locations adhering to the FL8228 R7 II FLO162Dx.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,does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 6'-8"max nominal size.Hurricane protective system FL8228 R7 AE 502A.Ddf
required in HVHZ and the Wind Borne Debris Region.See Created by Independent Third Party:Yes
DWG-MA-FLO162-07 for additional information.
8228.9 Fiberglass Side-Hinged Door Unit 8'-0"Glazed Inswing Single o r Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 R7 C CAC NI006900.04.1)d f
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 FL8228 R7 II FLO163Dx.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,does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 8'-0"max nominal size.Hurricane protective system FL8228 R7 AE 501A.odf
required in HVHZ and the Wind Borne Debris Region.See Created by Independent Third Party:Yes
DWG-MA-FLO163-07 for additional information.
8228.10 Fiberglass Side-Hinged Door Unit 8'-0"Glazed 0utswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 R7 C CAC NIO06900.04.od f
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2020
Design Pressure: +43.0/-47.0 Installation Instructions
Other:Evaluated for use in locations adhering to the FL8228 R7 II FLO163Dx.pdf
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,does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 8'-0"max nominal size.Hurricane protective system FL8228 R7 AE 501A.odf
required in HVHZ and the Wind Borne Debris Region.See Created by Independent Third Party: Yes
DWG-MA-FLO163-07 for additional information.
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Florida Building Code Online Page 4 of 4
8228.11 Fiberglass Side-Hinged Door Unit 6'-8"Impact Glazed Inswing Single or Double Door w/or
w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL8228 R7 C CAC NI006900.05.Dd f
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +52.0/-52.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL8228 R7 II FL0162Dx.odf
Florida Building Code not including the Hig h Velocity Verified By: National Accreditation&Management Institute
Hurricane Zone,and where pressure requirements as Created by Independent Third Party:
determined by ASCE 7 do not exceed the design pressures Evaluation Reports
listed. 12'-0"x 6'-8"max nominal size.See DWG-MA- FL8228 R7 AE 502A.Ddf
FLO162-07 for additional information. Created by Independent Third Party: Yes
8228.12 Fiberglass Side-Hinged Door Unit 6'-8"Impact Glazed Outswing Single or Double Door w/or
w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL8228 R7 C CAC NI006900.05.od f
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 FL8228 R7 II FL0162Dx.odf
Florida Building Code not including the Hig h Velocity Verified By: National Accreditation&Management Institute
Hurricane Zone,and where pressure requirements as Created by Independent Third Party:
determined by ASCE 7 do not exceed the design pressures Evaluation Reports
listed. 12'-0"x 6'-8"m ax nominal size.See DWG-MA- FL8228 R7 AE 502A.odf
FLO162-07 for additional information. Created by Independent Third Party:Yes
8228.13 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed Inswing Single or Double Door w/or
w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL8228 R7 C CAC NI006900.06.od f
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +40.0/-45.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL8228 R7 II FL0163Dx.odf
Florida Building Code not including the Hig h Velocity Verified By: National Accreditation&Management Institute
Hurricane Zone,and where pressure requirements as Created by Independent Third Party:
determined by ASCE 7 do not exceed the design pressures Evaluation Reports
listed. 12'-0"x 8'-0"max nominal size.See DWG-MA- FL8228 R7 AE 501A.odf
FLO163-07 for additional information. Created by Independent Third Party:Yes
8228.14 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed Outswing Single or Double Door w/or
w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL8228 R7 C CAC NI006900.06.1)d f
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +43.0/-47.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL8228 R7 II FLO163Dx.odf
Florida Building Code not including the Hig h Velocity Verified By: National Accreditation&Management Institute
Hurricane Zone,and where pressure requirements as Created by Independent Third Party:
determined by ASCE 7 do not exceed the design pressures Evaluation Reports
listed. 12'-0"x 8'-0"m ax nominal size.See DWG-MA- FL8228 R7 AE 501A.odf
FLO163-07 for additional information. Created by Independent Third Party:Yes
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Product Approval Accepts:
M] RLMAN P,.'...tECF M
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NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certificatioat-!1_o___.D X06900 l0lp
1955 Powis Road Certification Date: 01/14/2007
West Chicago,IL 60185 Expiration Date: 12/31/2020
F,n
Revision Date: 11/21/2014
�"p' Product: Fiberglass Opaque Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites
(w/Wood Frame unless noted)
`` .1. . Specification: TAS 202/ASTM E330/ASTM E1886/E1996
Impact Rating:Wind Zone 4-Missile Level D
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
NAMPs Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSQ.
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test Impact Drawing Number&
Outswin -Opaque Size Pressure Pressure Rated Comments
X G I75` Opa ue7 TEEM z 6'si f85C 1=8s Lip �:�a
�, 86 Sf:' Y.es r�NC TL 210=3358-t
1 ) tSing el
`. Maximam t'anet Size:3'0 8"
Anchor Detail-NIA-FLO160-07
X O/S Opaque 3'0"x 6'8" +85/-85 10.5 psf Yes NCTL-210-3358-1/CTLA-772W
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FLO160-07
XX I/S Opaque 6'0"x 6'8" +50.5/-50.5 2.86 psf Yes NCTi,-210-3105-1/210-3314-IA.CTLA-772W-2
Double Maximum Panel Size:3'0"x 6'8/Sidelite;3'0"x 61"
Anchor Detail-MA-FLO160-07
XX O/S Opaque VY'x 6'8" +55/-50.5 6,00 psf Yes NCTL-210-3105-1/210-33314-IA.CTLA-772W-2
Double 8.25 psi Maximum Panel Size:3'O"x 6'8"/Sidelite:3'0"x 6'8"
/// Anchor Detail-MA-FLO160-07
IXO/OXO {I15 Opaque-Door-' co x`.6'8-/ +50;51-50;5` $6 7f' Door_yes-1 NCTL-210�3�105=172tO=3314':IA:CTCA=772
Singlc w/Sidelite - Glazed"SideliteSidelite-Na Max1mum Panel'Sii 3'0"x 6'8'YSide t—c.3'0"x 6'8"
Anchor Detail-MA-FLO160-07
XO/OX O/S Opaque Door 6'0"x 6'8" +551-50.5 6,00 psf Door-Yes NCTL-210-3105-1/210-3314-IA.CTI-A-772W-2
Single w/Sidelites Glazed Sidelite 8.25 psf* Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FLO160-07
OXO I/S Opaque Door 9'0"x 6'8" +50.51-50.5 2,86 psf Door-Yes NCTL-210-3105.1/210-3314-IA.CTLA-772W-2
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FLO 160-07
OXO O/S Opaque Door 910"x 6'8" +551-50.5 6,00 psf Door-Yes NCTL-210-310S.1/210-3314-IA.CCLA-772W-2
Single w/Sidelites Glazed Sidelites 8,25 psf* Sidelites-No Maximum Panel Size:3'0"x 6'8/Sidelite:3'0"x 6'8"
Anchor Detaii-MA-FLO160-07
OXXO 1/S Opaque Doors 12'4"x 6'8" +50.5/-50.5 2.86 psf Doors-Yes NCTL-210-3105-1/210-3314-I A.CTLA-772W-2
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Detail-MA-FLO160-07
OXXO O/S Opaque Doors 12'4"x 6'8" +55/-50.5 6,00 psf Doors-Yes NCTL-210-3105-1/210-3314-IA.CTLA-772W-2
Double w/Sidelites Glazed Sidelites 8,25 psf* Sidelites-No Maximum Panel Size:3'0"x 6'8/Sidelite:3'O"x 6'8"
Anchor Detail-MA-FLO160-07
*Denotes High Dam Threshold Design
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23272
Tel:(804)684-5124/Fax:(804)684-5122
NAMI AUTHORIZED SIGNATURE: 40
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MAX36�375' P,
-HINGED FIBERGLASS DOOR UNIT _j Co
SIDE 21' VAX.
JPANkl. W)VIH 37.5" MAX.
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES INIASTRAGAL FRAME WIDT14
GENERAL NM Q cs
I. EVALUATED FOR USE IN LOCATIONS ADHERING TOG
THE FLORIDA BUILDING CODE AND WHERE PRESSURE Lu 0
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM u
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. LIf)
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), Lr)
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. -q
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3. WHEN INSTALLED IN THE WINO-BORNE DEBRIS REGION, co
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
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HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE LZ z
PANELS OR PANELS WITH IMPACT GLASS, BUT!S REQUIRED
ON PANELS WITH NON-IMPACT GLASS. wou
4. POLYURETHANE CORE FLAME SPREAD NDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
P`
POLYSTYRENE CORE FLAME SPREAD INDEX OF 15
AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84.
5. PLASTICS.LSTINO OF FIBERGLASS FACING: ¢Ln
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM D1929752'F > 650'F
RATE OFYRNING ASTM 0635
I SMOKE DENSITY ASTM D2843 53AX If I if
TENSILE STRENGTH• ASTM 0648 -1 3.2% DIFF "4 52
0
6. PLASTICS TESTING OF LITE FRAME MATERIAL:
TEST DESCRIPTION DESIGNATION RESULT
SELF ICNITION TEMP LA" DQ01L DOOR LIMIT I t ES
650'F IQ,
PATE OF BURNING
SMOKE DENSITY 5 M D2843 In
1-TENSILE STRENGTH` 7 coffi*m1117:
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERINGLL Iolz%A
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WITH SfOELIT WITH SIDELITE a VIM<
WHERE WATER INFILTRATION PERFORMANCE IS
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DAYD 1/5/07
CON iG MAX WIDTH INSWING OUTSWI G INSWING oulWING QIJF'iWING* SCALE: N.T.S.
SHE" DESCRIPTION X 37.5 +850 -85.0 +85. _wo: +70.0 / -70.0 +70.0 --70.0 4ri on.st �sws
EVATIONS & GENERAL NOTES 0.5 + -50.6 140.0 / -40.0 v55.O -sat)
2 ANCHORING LOCATIONS & DETAILS
OXor +55 0 4 -505 +4;DO '--40.0 +55.0 -50.5 CNK.BY:
3 ANCHORING Z-190 O'D
LOCATIONS & DETAILS OXO L2.5 -�56.5 T, I 9:.�O�4 40.0 +55. - KURT&ALTHAZOR
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T T T TYPICAL GLAZING DETAIL TYPICAL GLAZI:G DETAIL ORAWNG HO. i
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INSWIN THRES;IOI�D OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD IMoA rRAT �GASS NON' IMPACT_�_ I
SNEeT 2
Luis R. lamas P.E.
1432 Woodford Rd. Manufacturer:Masonite
Lewlaviffa,NC 27023 Report#:502A-
33"45-9895 Date: 12129/09
Product: Double Door with sidelftes 12'x6'8"
Scone:
This analysis provides calculations,quantifies,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.
Drawings verification:
This analysis verifies anchoring for the following drawings:
DWG-MA-FLO120-05 DWG-MA-FL0132-05 DWG-MA-FL0147-06 DWG-MA-FL0162-07
DWG-MA-FLO122-05 DWG-MA-FLO134-05 DWG-MA-FLO151-06 DWG-MA-FL0168-07
DWG-MA-FLO124-05 DWG-MA-FLO140-05 DWG-MA-FL0153-06 DWG-MA-FLO170-07
DW(3-MA-FL0126-05 DWG-MA-FL0142-05 DWG-MA-FLO155-06 DWG-MA FLO172-07
DWG-MA FLO128-05 DWG-MA-FLO143-05 DWG-MA-FLO156-06 DWG-MA-FLO174-07
DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07 DWG-MA-FL0175-07
Anchors to be auafflfiecl:
1.#10 Wood screw,for installation in wood frame substrates,
2.3116"ITW Tapson,for masonry installation
Anchor capacity in shear condition:
Fastener type:1110 wood screw (NDS 2005.11.3)
Side member:Douglas Fir-Larch Main member:Spruce-Pine-Fir
Side member thickness: t't 1.000 in Main member thickness; tM= 1.500 in
Side member dowel bearing strength: Fa= 4,650 psi Main member dowel bearing strength; F•„= 3,350 psi
Minimum required penetration: 1.330 in Screw banding yield strength: Fyb z 80,000 psi
Duration Factor. Co= 1h Tabulated lateral design volue: Zz 107.0 lbs
Allowable besisn Value: Z'= 171 lbs/anchor Mode IV
Fastener type;3/16"ITW Tapson N.O.A.07-1126.10
Substrate.Hollow block
Minimum embedment. 125 in
Minimum edge distance: 1,13 in Minimum C to C spacing: 2.25 In
Tabulated shear design value: Z= 112 lbs Actual C To C spacing: 3.00 in
Minimum edge distance; 2.63 in C to C spacing foctorl 1.00
Tabulated shear design value: Z- 197 lbs
Actual edge distance: 2.50 in
Design value per interpolation: Z z 189 lbs
Allowable Design Value: Z'z 189 lbstanchor
Oftim"anchor capacity: 171 lbs/4111chor
Plate:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations,mirtimum required anchors
Double. Pressure aaclinst stops with bum threshold:
36.38 fi 36.38- Design pressure: 60.0 psf
Al /\ At Area Load Ind. Max. Anchor
A 3
yzom (ft2) (lbs) (in) O.C. cap* Qty Load Result
Azk 13 79.25 (in) (tbs) Obs)
At Ai A, 2.3 138 NIA NIA 171 1 138 _0K
A2 7.7 463 6.00 21.00 171 5 93 OK
A3 7.7 463 NIA WA 171 3 154 , OK
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Luis R.Lomas P.E.
FL No.:62514
1 of 11712010
Luis R. Lamas P.E.
1432VkodrordRd. Manufacturer.Masonite
LewiWffle,NC 27023 Report#: 502A
335.945-9695 Date: 12/29/09
bauble. Pressure away from stops:
36.38 36.38
Design pressure: 60.0 psf
Area load Ind. M'a'y. Anchor
Zone O.C. Cap. Load Result
At1 •1 Al 79.25 (f►2) Obs) (in) fps} {lbs} Qty {lbs)
Af 10.0 601 6.00 21.00 171 5 124 OK
A, 10.0 601 NIA N/A 171 4 1 150 OK
72.75
Double. Pressure against stops with saddit threshold:
36.38 36.38 Design pressure: 60.0 psf
t Arca Load Ind. Max. Anchor
ai Ai Zane� z O.C. Cap. Load Result
(f:) abs) (in) (in) (lbs) .QtyLoadY79.25 Ai 2 3 138 WA NIA 171 1 138 OK
Az 8.9 532 6.00. 21.00 171 5 106 OK
^" 1 A3 7.7 463 NIA NIA 171 3 154 OK
72.75 A4 24A 601 NIA I NIA 171 4 150 OK
Double with sidelites.PPressure against stops with l8 m},t threshold:
Design pressure: 60.0 psf
37.50 36.38 36.38 37.50 Area Load Ind Max. Anchor
Al A4 A4 Al ? Zone (ftz) (lbs) On) O.G. Cap. Qty
Load Result
Azy Y Y YAI 2.4 146 WA W
A� (lbs)
i A 172 1 146 OK
79.25 Az 7.9 473 6.00 21.00 171 5 95 OK
At A4 Aa A3 7,$ 468 WA NIA 171 3 156 OK
_ A4 2.3 138 WA N/A 171 1 138 OK
147.75 A5 7.7 463 WA NIA 171 3 154 OK
Double with sidelltes. Pressure away from stops:
Design pressure: 60.0 psf
37.50 36.38 36.38 37.50 Area Load Ind. Max. Anchor
Zone O.G. Cap. Load Result
Al tAl (ft) Obs) (in) (in) fibs) QtyObs)
,�Y J 79.25 Al 2.4 146 NIA WA 171 1 146 OK
A3 M 1 03 Az 7.9 473 6.00 21.00 171 5 95 OK
Al At { A3 8.9 537 NIA NIA 171 4 134 OK
,. . A4 10.0 601 NIA N/A 1 171 1 4 1150 OK
147.75
oublt with sidelites. Pressure against stm with saddle threshold:
Design pressure: 60.0 psf
37.50 36.38 36.38 37.50 Max. Anchor
Area Load Ind,
fi '' _It" A � Zone 2 O.C. Cap. Load Rest
Al JAI (ft) Obs) (in) (fn) Obs} Q'y fibs}
�YfTf,
A, 2.4 146 NJA WA 171 1 146dK79.25 A2 7.9 473 6.00 21.00171 5 95 OK
At A3 7.8 468 NIA' NIA 171 3 156 OK
A4 8.9 537 WA NIA 171 4 134 OK
147.75 A5 2.3 138 WA NIA 171 1 138 OK
A6 7.7 463 NIA N/A 171 3 154 OK
A7 10.0 601 N/A NIA 17I 4 150 OK
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rwo „ TAT OF
Luis R.Lomas P.E.
FLNo.:62514
2 of 4 ONALG,\\�' 1/7/2010
_ 1�/1l11111�
Luis R. Lomas A E.
1432 Woodford Rd. Manufacturer. Masonite
Lewimile,NC 27023 Report#:502A
Date: 12/29109
336.945-9695
Anchor Locations: Double door with sidelites
k
29
Z
m
II o
g �
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tG �
Note:
Anchor locations indicated in this document are the minimum required for the described product exposed at the design
pressure indicated herein.
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• TAT E OF
f�iiS��NAt1E����
Luis R.Lomas P.E.
FL No.:62514
3 of 4 1/7/2010
Luis R. Lomas A E.
1432WoodrordRd. Manufacturer: Masonite
LewisWile,NC 27023 Report#:502A
336-945.9695 Date: 12/29109
Anchor Locations: Double door
—36.36 �--- 36.36
6.00 TYP. 6.00 TYR 1 a.19 TYR
3.00 TYP. ^, i
7 6.00
13.45
MAX.O.C.
79.25
1
i
6.00
i
Note:
Anchor locations indicated in this document are the minimum required for the described product exposed at the design
pressure indicated herein.
N\J�5 G E N o'�'F
STATE OF
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s�ONA�,tia����
Luis R.Lomas P.E.
FL No.:62514
4 of 4 11712010
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