HomeMy WebLinkAboutProduct Approval 03/13/2017-2:24pm masonb V:\Projectsk-2014-MPS\400 Wind Charts\_Reference\00-MPS14-400 Series C&C(Current)Gordon.dwg -- -------
Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH <_ 60'
DESIGN LOADS FOR COMPONENTS AND CLADDINGEXPOSURE 'C' BASED ONKd=0.85
INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN
Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE:
Roof Tributary.Area(Sq Ft) --�� Roof TributaryArea(Sq Ft) 1. TABLES ARE INTENDED TO DEP Cf-THE-WORST CASE'PRESSURES.'WORST CASE'IS
DEFINED AS THE CRITICAL:_ON TIO ,�1NKiJOWN VARIABLE AS DESCRIBED BELOW.
He [ 10 15 r20 25 30 3 -,40 45 50 eight 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO 4'0fTIONS_RRQUIRED FOR U_ ITH THESE TABLES.
-41.0 -40. -39.3 38.7 -38.3 -3 C9 --- 6 - 7(0 -50.6 -45.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2.TABLES VALID O Ll jFO%B T�SbF M�_AROOF HEIGHT AS LIMITED ABOVE.
0-15 ! /0-15ft 3.TABLES VALID F I LL �P ((..APES.APPLICABLE REDUCTIONS FOR ROOF SLOPES
+37.8 +36. +36.1 +35.5 +35.1 +3�.7 4' _. 3 +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.5 LESS THAN 10°SHAL! B R.E• B NjENGINEER AS A SITE SPECIFIC CONDITION.
-41.6 -40.5 - -39.3 -38.8 -3 !4 �-3 F 3 .8 -3 $ \ -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE BOL I EA, AVERA E).j OOOF HEIGHT.IF THE MEAN ROOF HEIGHT
16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +3 .2 -+34.9 +34.6 +4 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIF); D IUS T. EA K R •, MIT.
�iT
5. ALWAYS ROUND UPI_tz, F:kLE GHTS NT/RBLE VALUE OR CONSERVATIVE ASSUMPTION.
-42.1 -41.1 -40.3 -39.8 -39.3 -38.9'-'38. .3 '-S$.0 -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 6.CALCULATE THE TRIG TAB; E' T.tiE OP KING IN QUESTION(HEIGHT*WIDTH)OR
17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 + 4.7 J 17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)MUL�TIP_I ED-BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
-42.6 -41.6 -40.8 -40.3 -39.8 -39.4 -39.1 -38.8 -38.5 -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT z/3).USE THE AREA BETWEEN STRUCTURAL
18 ft 18 ft OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY
+39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL
-43.1 -42.0 -41.3 -40.7 -40.3 -39.9 -39.5 -39.2 -38.9 -53.2 -51.1 -49.6 45.5 -47.5 -46.7 -46.0 -45.4 -44.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER
19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER
-43.6 -42.5 -41.7 -41.2 -40.7 -40,3 -39.9 -39.6 -39.4 -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 -45.4 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 20 ft +40.2 +39.1. +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE.
-44.0 •42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 -54.3 -52.2 -50.7 -49.5 ABS - ' =47,0_ -46.4 -45.8 8•READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
_ MUNICIPALITY IN ACCORDANCE WITH CODE.
21 ft +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 21 ft +40.6 +39.5 +38.7 + +37, 37..3 +36. +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
22 ft -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 22 ft -54.9 -52.7 -51.2 -5 TO 4f9 0 - 7.5 l6:8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
+41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37,0 +36.7 +41.0 +39.9 +39.1 + ,5 38:D + 3,. 37.0 +36.7 GENERAL NOTES'
23 ft -44'9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 -55.4 -53.2 -51.6 -5 .4 15 T4 .6 - 97.3 -46.7
23 ft 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
+41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 +41.4 +40.3 +39.5 + -+ .4- +8.0 --_ +37.0 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE
-45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 40.9 -55.9 -53.7 -52.1 -569-' 9.- '- 8A -7. -47.1 CRITERIA AS OUTLINED HEREIN.
24 ft +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 24 ft +41.7 +40.6 +39.8 +39.2 +7' 3 + 8.0 +37.6 +37.4 2•DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY
-45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.3 -50.3 -49.5 -48.8 -45.1 -47.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES
25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +35.0 +37.7 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE
WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH
-46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 -56.8 -54.6 -53.0 -51.8 -50.8 -49.9 -49.2 -48.5 -47.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR
26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 WALLS AND VERTICAL SURFACES ONLY.
-46.4 -45.3 -44.5 -43.9 -43.3 -42.9 -42.5 -42.2 -41.9 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -48.3 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY
VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E.
27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 27 ft +42.5 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
28 ft -46.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42.9 - -42.2- 28 ft -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 .49.3 -48.7 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER
COEFFICIENTS LISTED-HEREIN H.• CFATED-AND VERIFIED BY THE GOVERNING
+43.1 +42.0 +41.2 +40.5 +40.0 +3.- +39. 38.9 +3 -i +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM� D� RMITdHOLDER. RRANTY FOR APPLICABILITY OF TABLE
-47.1 -46.0 -45.1 -44.5 -44.0 -4 16 s '2?6 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFER D H6 /
29 ft I 43.4
29 ft
S.THIS SPECIFICAI;O 11 i1T 7 TO ;6FER ANY PRODUCT APPROVED
+43.4 +42.3 +41.5 +40.8 +40.3 +3:9 439 .2 +3,..9 30 ft ±58.6 ±56.3 54.6 ±53.3 40.8 1±52.3 31.4 ±50.7 50.0 49.4 APP OVALCERTIFICATION.
�OR DE Y SEP Ll"5U/iMITTED TEST CRITERIA AND OTHER
46.3_ -45.5 -44.5 -44.3 %.,9 \ GN- 1N TION��!FO MATION AND APPLICABILITY OF THESE TABLE
+43.7 +42.6 +41.8 +41.1 +40 6 +4 2" 4:8 9.5 +- ±43.7__+42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 VALUES WHICH IS TO BB,VE 1 YlOTHER � CORDANCE WITH GOVERNING CODES.
6.ADHERE TO ALL C`hI.�IMQACT PRQ.TEETj EM ORDINANCES.
-48.1 -46.9 -46.1 -45.4 -44.9 44.5` _ -03.8 .5 -59.4 -57.0 -55.4 -541-53.0--52:1=-51:4- -50:7---50:1.=7,NO_EERTIFICATIOTt351'QFPEREf>F� HE IN GRITY OF THE HOST STRUCTURE.
32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3--4�, g,7 32 ft +44,3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 8.EXCEPT AS EXPRESSLY-PR.VIDE IHEfIEIN,==NO-ADDITIONAL-.CERTIFICATIONS OR_`
-- ---- -49.0 -47.8 --47.0 _-46.3_ -45.8 -45.3 -44.9 -44.6 -44.3 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0
AFFIRMATIONS ARE INTENDED. -- -- -
-35ft-
+45.2 +44.0'-+43:1--+42.5 +42.0--+41.5--+41.1_,+40.8 +40.5 -- 35_[ -+45.2- +44,0 +43.1 +,42.5 +42.0 +41.5 +41.1 +40.8 +40.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF
WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT
-50.4 -49.2 -48.3 -47.6 -47.1 -46.6 -46.2 -45.9
J455 -62.2 S9.8-'--58.0---56.7- -55.6-:-54.6 -53.8.--53.1 =5215' -
40 ft 40 ft -5 DIMENSION_OR 3FT(im)_USE ZONE 5-IF-AT-ALL-IN.QUESTION.CONSULT _
+46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF-REQUIRED._.. "MEAN- ---•---- :-
-51.7 -50..-4--:49.5-=48.8- -48.3- -47.8-_-47.4_ -47.0 -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 --ROOF-
45 ft 45 ft--- a a OOF HEIGHT
+47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +47.6 +46:4--+45:5 -+44:8- +44.2 +43.8_ +43.3 +43.0 +42.6 ROOF- - _--_ _ HEIGHT
-52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 50 ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 soft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 -
53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 I ® I 4
55 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 55 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 5 5 O ® t d
ELEVATION
-54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 O
60ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 60 ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES ISOMETRIC
n p o REMARKS DRWN CHKD DATEGl
INIT ISSUE GSS TSB 03/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEERING o� o mp
m
3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r201(�l �C EXPRESS@ z W wo
`` JJ T m
~ REV 2014 FBC DGM TSB 06/10/15 9°� L� n z
2 - _ - - ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: Z (_ Wo
z N m 160 SW 12th AVENUE, SUITE 106 D
I1 - DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 33442 M Z
= zi
MASTER PLAN SHEET
O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 T OUn
Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7 1 CERT OF AUTH#9885 = p
O �, WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ASCE / _ .L 0 m O
ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT E:HELLO@ENGINEERINGEXPRESS.COM y z )"r'
W li, PERMITTED ANDINVALIOATEOURCERTFICAnoN. ENGINEERINGEXPRESS.COM { �I m
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Florida Building Code Online
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Product Anoroval Menu>Product or Aoolication Search>Aooli ation List>Application Detail i
f
FL# FL22384-RO
a
a Application Type New
Code Version 2014
Application Status Approved
! *Approved by DBPR. Approvals pprovals by DBP,R shall be reviewed and ratified by
! the POC and/or the Commission if necessary.
s II I
Comments l
fl
Archived
Product Manufacturer Masonite International)
Address/Phone/Email 1955 Powis Road
West Chicago, IL 601185
(800) 663-3667 ��
sschreiber@masonite.com
I
Authorized Signature Steve Schreiber I ;
,rt sschreiber@masonite.com !
11 III � i Technical Representative ,
• Address/Phone/Email � I
Quality Assurance Representative
Address/Phone/Email
1•' Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
ppti ,
i,. Compliance Method Certification Mark orlll-isting
I I I � i
3 ; I l '
Certification Agency National Accreditation&Man;agement Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 I 2005
I<, l ASTM E1996 2009
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
' Certified By
s I
I �
�• k ,
http!//www.Floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPOGJwh3PQImCc7Lcb%2fG3gGT6yVadap7%2RQ%3d%3d[I1/28/2017 10:35:23 AM]
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Florida Building Code Online
I Product Approval Method Method 1 Option A
Date Submitted 05/25/2017 i
Date Validated 05/26/2017 i
Date Pending FBC Approval
} l Date Approved 06/05/2017
Date Revised 11/22/2017 ! '
:i ry
Summa of Products ""
i•Y FL# Model,Number or Name Description I i
i
22384.1 1 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S or O/S Single Door i
Limits of Use Certification Agency Certificate j
Approved for use in HVHZ:Yes FL22384 IRO C CAC NI01�3717.O1.pdf f
Approved for use outside HVHZ:Yes
Quality AssurancejContract Expiration Date
Impact Resistant:Yes 05/31/2021
Design Pressure: +70/-70 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL223.QA 11R0 II FLi O.[df
` Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
! t were pressure requirements do not exceed those listed. 3'-0"X Created by Independent Third Party: i
I 6'-8" max nominal size. Hurricane protective system is Evaluation Reports
required in the HVHZ, but not in the Wind Borne Debris FL22384 I'RO AE 514010.odf
! 1 Region. See DWG-MA-FL0210 for details. Created b
iy Independent Third Party: Yes
° 22384.2 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S ori0/S Single Door
Limits of Use Certification Ageecy Certificate
:i Approved for use in HVHZ:Yes FL22384OR0 C GAC NI013717.06.rdf
c Approved for use outside HVHZ:Yes Quality Assurance Contact Expiration Date
Impact Resistant:Yes 05/31/2021 j
6 . Design Pressure: +70/-70 Installation Instruction's
I Other: Evaluated for use in locations adhering to the Florida EL2238411 RO II FL,bm,gddf
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute ;
} were pressure requirements do not exceed those listed. T-0"X Created uy Independent Third Party:
( ' i 8'-0" max nominal size. Hurricane protective system is Evaluation Reports
required in the HVHZ, but not in the Wind Borne Debris FL22384!1 RO AE i5'14009:pdf
Region. See DWG-MA-FL0210 for details. Created by Independent Third Party: Yes
�y
.`} 22384.3 Particleboard Core Fiberglass Side- 6'-8"Opaque I/S'or O/S Single Door
Hinged Door Unit
I � Limits of Use Certification Agency Certificate
( Approved for use in HVHZ:Yes FL223841 RO C CAC NI013727,pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021
Design Pressure: +70/-70 Installation Instructions
' I
t, Other: Evaluated for use in locations adhering to the Florida EL223841 RO II FL0207.�df
Building Code, including the High Velocity Hurricane Zone, and Verified jBy: National Accreditation&Management Institute I
i t were pressure requirements do not exceed those listed. T-0"X Created by Independent Third Party:
6'-8" max nominal size. Hurricane protective system is Evaluation Reports
required in the HVHZ, but not in the Wind Borne Debris FL22384 RO AEI .514010.pdf
Region. See DWG-MA-FL0207 for details. Createdlby Indeoendent Third Party: Yes
u i i
22384.4 Particleboard Core Fiberglass Side- 8'-0"Opaque I/S or O/S Single Door
Hinged Door Unit
;f Limits of Use Certificay
tion Agency Certificate
Approved for use in HVHZ:Yes FL22384 RO C�QAC NI013727.Rdf
Approved for use outside HVHZ:Yes QualityjAssurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021
Design Pressure: +70/-70 Installation Instructions I
t" Other: Evaluated for use in locations adhering to the Florida F1_22384 RO II:rL0207i1df
I Building Code, including the High Velocity Hurricane Zone, and Verified:By: National Accreditation&Management Institute
( were pressure requirements do not exceed those listed. T-0"X Created by Independent Third Party:
8'-0" max nominal size. Hurricane protective system isEvaluation Reports
required in the HVHZ, but not in the Wind Borne Debris FL22384 RO AE 514009.pd1;411f
i Region. See DWG-MA-FL0207 for details. Created by Independent Third Party: YesFON FEW
1 r x
Contact Us::2601 Blair Stone Road.Tallahassee F11-47199 Phone:850-487-1824
15 ,
http://www.flotidabuilding.org/pr/pr_app_dtl.aspx?param=:NvGEVXQwtDgs3M6m9%2fK8XPOG1wh3PQImCc7Lcb%2fG3gGTGyV Idap7%2ff�3d%o3d[I 1/28/2017 10:35:23 AM]
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Florida Building Code Online
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fiThe State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement:;Accessibility Statement::Refund Statement
i Under Florida law,email addresses are public records.If you do not want your a-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 anyllquestions,f please coritact 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 emailiaddresses are public;record.If you do not wish to supply a personal
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please click ham.
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r Product Approval Accepts:
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDgs3MGm9%2fK8XPOGJwh3PQImCc7Lcb%2fG3gGTGyVadap7%2ffQ%3d%3d[l 1/28/2017 10:35:23 AM]
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NOTICE OF .PRODUCT CERTIFICATION ----- - ---- ---
�pcERnx��
P aru ncexar o Company: Masonite lutei national Corporation N1013717.01
Certification No.:
`
1955 Powis Road Certification Date: 05/12/2017
2} ®max West Chicago, IL 60185 Expiration Date: 05/31/2021
Product: Fiberglass Opaque Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites
c eartcvTti (w/Wood Frame unless noted)
Specification: TAS 202-94/ASTM E330-02/ASTM E1886-05/ASTM E1996-09
Impact: Wind Zone 4-Missile Level D 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.Namieertification.com. NAMI's Certification Pro ram is accredited by The All National Standards institute(ANSI).
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test Impact Drawing Number&
X I/S Opaque 3'0"x 6'8" +70/-70 0.0 psf Yes NCTL-210-3535-1/W-1812
Single Maximum Panel Size:3'0"x 6'8"
Anchor Dctails-DWG-MA-FL0210-17
Single 6.0 psfMaximum Panel Size:3'0"x 6'8"
8.25 psf' Anchor Dctails-MA-FL0210-17
XX I/S Opaque 6'0"x 6'8" +55/-55 0 psf Yes ATLNC 0831.01-16/ATLNC 0901.02-16
Double Maximum Panel Size:3Y0"x 6'8"
Anchor Dctails-DWG-MA-FL0157-17
XX O/S Opaque 6'0"x 6'8" +55/-55 3.75 psf' Yes ATLNC 0831.01-16/ATLNC 0901.02-16IW-1813
Double 6.0 psf' Maximum Panel Size:3'0"x 6'8"
3?5 psf'
Anchor Dctails-DWG-MA-FL0187-17
XO/OX I/S Opaque Door 6'0"x 6'8" -1-55/-55 0 psf Door-Yes ATLNC 0831.01-16/ATLNC 0901.02-16
Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'V/Sidelite:3'0"x 6'8"
- - - -------_—_ AnchorDetails-DWG-MA-FL0157-17
XO/OX O/S Opaque Door== G'0'=x=6=8" - -=f 55!_JS__ 3.75 psf' Door-Yes ATLNC 0831.01-16/ATLNC 0901.02-16/W-1813
axin
Single.v/Sidelite Glazed Sidelite 6.0 psf'--Sidelite=Nti—=--bluun_Panel Size:3'0"x 6'8"/Sidclitc:3'0"x 6'8"
8.25 psf' —_�_ _
Anchor De-ails'-DWG=MA=FL-0187=1-7-
_--- - -_ ----- ---- -- -_ - - - ----
OXO I/S - OpaqueD6or — 9'0"-x-6'8'° ---- -- _1:55/_,55__. _ 0 psf Door-Yes ATLNC 0931.01-16/ATLNC 0901.02-16
Single w/Sidelites Glazed Sidelite - Maximum Panel Size:3'0"x 6'F/Sidelite:3'0"x 6'8"
--- -- - __ _ Si�leliTes=No--
-- - - --- ----
-- -----Anc!ter-tD4tails-DWG=M-A-FL0187-17-- -----
-0/S ----- Opaque-Door--_ 9'0"x 6'8" +55/-55 3.75 psf' Door-Yes ATLNC 0831.01-16,/ATLNC 0901.02-16/W-1813
-- - ---------
Single w/ tdelites Glazed Sidelite --- - --C:O psf= --- Sidelites=No _ Maximum Panel Size:3')' x 6'8"iSt c uc:3'0"x 6'8"
8.25psf' - -- -.Anchor Dctails-DWG-NIA-f_L0187-17 -
OXXp I/S Opaque Door 12'4"x 6'8" +-55/-55 0 psf Door-Yes ATLNC 0931.01-16/ATLNC 0901.02-16
Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'V/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0187-17
OXXO 0/S Opaque Door 12'4"x 6'8" +551-55 3.75 psf1 boot'-Yes ATLNC 0831.01-16iATLNC 0901.02-16/W-1813
Double w/Sidelites Glazed Sidelite 6.0 psf' Sidelites-No Maximum Panel Size:3'0"x 6'8'7Sidelite:3'0"x 6'8"
8.25 si" Anchor Dctails-DWG-MA-FL0187-17
1-Denotes Bumper Outswiug"Threshold 2-Denotes/Series Outswing Threshold 3-Ili-Dam Oulswing'l'hreslrold
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
Lo
MASONITE.
C)o
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FIBERGLASS SIDE-HINGED DOOR UNIT
L
6'-8"AND 8'-0"OPAQUE SINGLE DOOR
GENERAL NOTE
37.5'M, OVERALL FRAME WIDTH E5 0
CL
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE 37.5'MAX. OVERALL FRAME WIDTH
REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM - 35.75" MAX. Imo.- Lo
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
DOES NOT EXCEED THE DESIGN PRESSURES LISTED- PANEL WIDTH
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 35.75 MAX.
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, PANEL WIDTH
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED.
4. POLYURETHANE CORE FLAMESPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E54.
5. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION FACING
I SELF IGNITION TEMP ASTM D1929 752'F > 650'F I 1c. m
-.
RATE OF BURNING ASTM D635 0.56 IN MIN R I
SMOKE DF"
'FASTM D2843 53.4% 9
TENSILE STRENGTH-
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
0
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Addendin to NAM
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RWewed By. I SINGLE DOOR UNI
Date Rei
Li
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGNLE RATING
REQUIRED TO BE 157 OF-DESIGN-PRESSURE—
IN WINGI 9 OUWl_NG_-__j-- INSWING---] -SERIES OS HIGH PAM O S
X -1---37
I'D N/A
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4/24/17
TABLE OF CONTENTS scItc, _N.T.S._
SHEET # DESCRIPTION DWO.BY: sws
1 iTYPICAL ELEVATIONS & GENERAL NOTES CHIC On
2 JANCHORING LQCAIIUNS & DETAILSKURT BALTHAZOR DRAVANG NO,
3 JANCHORING LOCATIONS & DETAILS FLORIDA P.E. DWG-MA-FLO210-77
#56533
SHEET 7 OF 3
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a SEE DETAIL Q
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4 II 1n U
aSEE DETAIL �♦~
w
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6'-8" HEIGHT UNIT �^ 6" 61
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A m
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#8 x 2" #10 x 5/8" — —
M
a
#10 x 5/8" SEE DETAIL
#8 x 2" #10 x I" "D" Tq
-
• #10 x 2-112" o _ -- —a --
DETAIL "C"
DETAIL "D"
- - -- --- ------------- ---- `- - - SEE DETAIL
1 0.9621 �. c" a
1.375" ---- -r - - - -- -" --- -- - ---N - -H - - =_ -- - -
INSWING THRESHOLD BUMPS OfS THRESHOLD �l J z
1 1 ^I DAM 4 24 17
1.482" 1.75" 1.047" 1 4 6- 6" Se"; N.T.S,
DWG,By. SWS
T T 8'-0" HEIGHT UNIT cw_s'''
��IES OfS THRESHOLDOfS THRESHOLD HIGH DAM OS THRESHOLD Gr�vn+cHG.:
DWG-WA-FL0210-17
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1.25" v _ 1.50"
MIN —MAX" MIN —MAX"
SHIM SHIM
CL—I I— CL—I I—
w1 "ifi•• �W O
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TYPICAL MASONRY TYPICAL WOOD BUCK o
ANCHOR INSTALLATION ANCHOR INSTALLATION % 55
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ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOMAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST) z
FASTENER RATING FROM THE DIFFERENT FASTENERS_ -- —HARDWARE SCHEDULE- - -- -- — - _-�0
--
--__-BEING
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite,
Lewisville,NC 27023 Report#: 514010
434-688-0609 I Date: 05/01/2017
rllomas cDlrlomaspe.com 11
Test Report: N/A
Product: Single door Tx 6'8"(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/8 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-Larch(G=0.50) Mainlmember:Spruce-Pinel Fir(G=0.42)
Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in
Side member dowel bearing strength: Fes,= 4,650 psi Main member dowel bearing strength: w F_= 13,350 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Im= 1.140 in
I
Mode L Mode I, Mode II Mode IIIm Mode III, Mode IV
qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 :1 A: 0.0014
P= 725.61 lbs P= 884 lbs B: 1.07 B: 0.57 B: i 0.5 B: 0.000
Kb= 2.400 Ko= 2.400 C: -427.67 C: -253.62 C: -267.7 C: -93.6
Z.= 302 lbs Z; 368 lbs P= 331 lbs Ms= 46.8 in-lbs Min= i 46.8 in-lbs
Kb= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs
c
Min.Design value: Z= 110 lbs Z= 138 lbs Ka= 2,400 Ko= f 2.400 Kb= 2.400
Duration Factor: Ca= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value(ZCD): Z. 175 lbs/anchor
Solid members w/8 Wout 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: Or: 0.152 in Moment arm: 0'0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: 9Fyb= 80,000 psi
Side member:Douglas Fir-Larch(6=0.50) Main ember:Steel strap/clip
Side member thickness: t,= 1.000 in Main member thickness: %= 0.048 in
Side member dowel bearing strength: F„= 4,650 psi Main member dowel bearing strength: F_= 61,850 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Im= '1.140 in
I i
iMode I. Model, Mode II Mode III„ Mode III, Mode IV
qm= 11752 lbs/in qs= 884 lbs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006
IP= 13397 lbs P= 884 lbs B: 1.07 B: 0.57 B: - 0.5 B: 0.000
Ka= 2.400 Ka= 2.400 C: -4038.9 C: -3864.9 C. =267.7 C: -93.6
Zm= 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 Ko= ;2.400 KD= 2.400
Duration Factor: Cb= 1.6 Z= 886 lbs Z= 175 lbs i Z= 163 lbs
Allowable Design Value(ZCo): 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
Edge distance: 2.00 in Tabulated shear design value: Z= 161 lbs
Actual edge distance: 2.50 in Reduction factor: 0.85
Spacing: 4.00 in Tabulated shear design value: Z= 202 lbs, \\\� R 0
Spacing: 2.00 in Tabulated shear design value: Z= 164 lbs! \\-`��+ • .
Actual spacing: 3.00 in Reduction factor: I '0.91 �\ V•• GEN '.' /-
Allowable Design Value(ZfAN): Z"= 155 lbs/anchor I =yam• �� ✓``'�j' S+� •C� j
Minimum anchor capacity: 155 lbs/anchor 7�4_ 4e Note:Anchors with the leastcapacityis used forcalculations to qualifyanchors with highercapacity. 0 F ;
Anchor calculations,minimum required anchors /0
44-ZZ
36.38 Design pressure: 85.0 psf (t�N;Z ORI�Q \�`\�\
i ss� r _`G\\\
Area Load Ind. Max. Anchor �/ 0IVA1 �l�\\
Al Zone z O.C. Cap. Load Result /1/01111110 V L. \�
Y� 79.25 (ft) (lbs) (in) (in) (lbs) Q (lbs) ,I!r �11`
A, 2.3 195 N/A N/A 155 2 198 OK Luis R. Lomas P.E.
Al Az 7.7 656 6.00 18.00 155 5 1131 OK FL No.: 62514
1 of 2 5/2/2017
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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
rllomaslc)l rlomaspe.corn
I
Anchor Locations:
36.38 j
18.19
6.00 TYP. 6.00 TYP.
k
6.00
13.45
MAX.O.C.
I I I
III ,
79.25 i
I i ,
6.00
'I i
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 410 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"TAPCON!S WITH i
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
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN ;
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: i (�
A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 II
B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. I N\\
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. -- \� � • . q �/
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063IT5 FU=30KSI •`�.•*\C E N S%41 .Cp
.052"THICK MINIMUM •
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE ~� *� 0yf51 •
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
TAT OF •�;
ORMt-
'00 .• \
i /'0is�ONAL1E�\\�
t Luis R. Lomas P.E.
FL No.: 62514
2 of 2 5/2/2017