HomeMy WebLinkAboutProduct Approval 03/13/2017-2:24pm masonb V:\Projects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14.400 Series C&C(Current)Gordon.dwg
51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH <_ 60'
DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85
INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN
Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE:
Roof Tributary Area(Sq Ft)_ Roof Tributary Area(Sq Ft) 1. TABLES ARE INTENDED TO DEPICT THE_'PORST CASE'PRESSURES.'WORST CASE'IS
DEFINED AS THE CRITICAL-COND11TION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW.
t 10 15 20` 25 30 ym-�40__ SO eight 10 is 20 25 30 35 40 45 50 USE OF CRITICAL CON'D FOR U,S,_DVJITH THESE TABLES.
-41.0 -40. -39.3 -38.7F-39.3
-3 r9 - - T .0 -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2.TABLES VALID O Y I O ib1,�yG_ E ROOF HEIGHT AS LIMITED ABOVE.
0-15 k •0-15 ft 3.TABLES VALID FOR ALL R OF PESi]S P S.APPLICABLE REDUCTIONS FOR ROOF SLOPES
+37.8 +36. +36.1 +35.5 +3.7 d+,34; 4.9 t„ 3E +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 LESS THAN 10°SHAD BjP ERF�ORMED BY A(1�E GINEER ASA SITE SPECIFIC CONDITION.
16 ft -41.6 -40.5 -39.3 -3$.4 --I % `3�.8] 6 lfi ft -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE BU FL IEQIV.AVER,� 'ROOF HEIGHT.IF THE MEAN ROOF HEIGHT
+38.3 +37.3 +36.6 +36.0 +3 .2 a3_.. 34.6 4 j +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIFIED iUSEPEAK Rp0 @IGF:(T.
-42.1 -41.1 -40.3 -39.8 -38.9- `6 =38.3- - 8:0 "- -52.0 -49.9 -48.5 -47.3 -46.4 -05.6 -45.0 -44.4 -43.8 5. ALWAYS ROUND IY�O�OAF.-yE G O E)CUABLE VALUE OR CONSERVATIVE ASSUMPTION.
6,CALCULATE THE TRIBU R AR OF FTE OPENING IN QUESTION(HEIGHT•WIDTH)OR
17 ft +38.8 +37.8 +37.1 +36.5 +35.6 +35.3'+ --+34.7 17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)ML P. ED"BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
-42.6 -41.6 -40.8 -40.3 -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(HEIGHTS/3).USE THE AREA BETWEEN STRUCTURAL
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 18 ft +39.3 1+38.2 +37.5 +36.9 1+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 -48.5 -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 19 ft TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
+39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 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 k +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 -48.5 =47.7-=47.0_ -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 k +40.6 +39.5 +38.7 +3 2--+37_ +3619 +36,�6' +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 -51.0 -4 :2 - ..5 :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 +38.5 �3$_ 37: �+_7,:: 37.0 +36.7 GENERAL NOTES'
-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 �4 .6 -0 .9 X7.3 -46.7 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
23 ft +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 23 ft +41.4 +40.3 +39.5 +3.99 -+g_.4 +38.0 _ 11 37.3 +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 -50:9- 9"49.- - ':4 - :7 -47.1 CRITERIA AS OUTLINED HEREIN.
24 ft +41.7 +q0.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 24 ft +41.7 +40.6 +39.8 +39.2 +38.7--+ IS_-+98.0 +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 48.1 -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 +38.0 +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 CGCpl=+/-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 1+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 -02.5 -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.
27ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 27(t +42.8 +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.
-46.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42.9 - 2:5---42. -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 SHALL BE bICTATED-QND VERIFIED BY THE GOVERNING
28 ft +43.1 +42.0 +41.2 +40.5 +40.0 +3%Eiz-+3A .9 +38:6_ iii.- 43.1 ft +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTMERT,-,A
_N _PIM
OLDER,N0 ARRANTY FOR APPLICABILITY OF TABLE
-47.1 -46.0 -45.1 -44.5 -44.0 -4?6 -q -49"--4T6 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -s0.3 -49.7 -49.1 VALUE USE IS OFFERED ERN:�p�,.��,--
29 ft 1 I 29 ft 5.THIS SPECIFICAT 0 IS�TyO,I"IN�_Q_E QE OFER ANY PRODUCT APPROVED
+43.4 +42.3 +41.5 +40.8 +40.3 +3,9.9 ,39: + p, 8:1 / +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. REF R TO= N4-
_ A F3J1RA• L� UbMITTED TEST CRITERIA AND OTHER
-47.4 -46.3 -45.5 -44.8 -44.3 -4?9 � '4 .2 -4 ,9 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DES G {l ION NrORMATION AND APPLICABILITY OF THESE TABLE
30 ft +43.7 +42.6 +41.8 +41.1 +40.6 +4� 2 -#3 . +39.5 9- 30 k +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 VALUES WHICH IS TO 0�VE X12-ED�Y O,Tj IN,AC`CORDANCE WITH GOVERNING CODES.
-- - - 6.ADHERE TO ALL LQ�CAGI OT TEM ORDINANCES.
32 ft -48'1 -46.9 -46.1 -45.4 -44.9 -44: 3.1- 4 32 ft -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7.NO CERTIFICATION-S •l_FERED FORT.E INTEGRITY OF THE HOST STRUCTURE.
+44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3" 4 9.7 +44.3 +43.2 +423 +41.7 +41.2 +40.7 +40.3 +q0.0 +39.7 8,EXCEPT AS EXPRESSLY ORO\/IDEp�kl EIN,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.
35 k +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 35 ft +45.2 1+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 4REQUIRED..
PEAK ROOF
-50.4 -49.2 -48.3 -47.6 -47.1 -46.6 -46.2 -45.9 -45.5 -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEHEIGHT
40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUEMEAN
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION I-51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 ROOF
45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 45 k +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 a a EAVE HEIGHT
-52.8 -51.5 -50.6 -49.9 -49.3 -48.9 48.4 -48.1 -47.7 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 50 k +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 50 ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.653.9 -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 -56.1ssft ss ft 5 5+49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 +49,7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 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 60ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 60k +50.6 +49,3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 W%LLZONEFIGURES SOMETRIC
O o REMARKS GSS CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o` o m�
D O INIT ISSUE GSS TSB 03/05/12
(2014)
m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09112 EXPRESS° w
T _ NIT
REV 2014 FBG DGM TSB 06110!15 ox 9y Ja -�� N z
z - ASCE 7-10 CHAPTER 30 CORPORATE OFFICE: "0
z m F 160 SW 12th AVENUE, SUITE 106 " CO
DESIGN LOADS FOR COMPONENTS &CLADDING >
DEERFIELD BEACHFL 33442,
z MASTER PLAN SHEET m Irr -
O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(9S4)3S4-O660 F:(9S4)354-0443 3 Li Ln
v AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH 99885 m 1 O
p m WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, 1 E:HELLO@ENGINEERINGEXPRESS.COM O
ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7-10 A Z
W 0 PERMITTED AND INVALIDATE CUR CERTIFICATION. ENGINEERINGEXPRESS.COM V m
Florida Building Code Online
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Product Approval Menu>product or Application Search>Application List>Application Detail
a FL# FL4904-117
Application Type Affirmation
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
(615)441-4258
sschreiber@masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
DI 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
hitp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbbISciO%2baWgLuXXbtTsEXplAQ%3d[3/29/2016 9:15:13 AM]
Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 04/29/2015
Date Validated 04/29/2015
Date Pending FBC Approval
Date Approved 05/04/2015
--- -- _� — --7
Summary ofProdutts, .. :;"7
FL# Model Number.or Name Descri tion
m 4904.1 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Single Door
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110,01.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
M Impact Resistant:Yes 12/31/2020
Design Pressure: +76.0/-76.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0128.odf
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
x does not exceed the design pressures listed. T-0"x 6'-8" max FL4904 R7 AE 504A.12df
nominal size. When large missile impact resistance is required, Created by Independent Third Party: Yes
hurricane protective system is NOT required. See DWG-MA-
FL0128-05 for details.
4904.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S and O/S Single Door
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.02.12d
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
i Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0129.pdf
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
= Minimum Design Loads for Buildings and Other Structures, Evaluation Reports.
does not exceed the design pressures listed. T-0"x 8'-0" max FL4904.R7 AE 503A.1df
nominal size. When large missile impact resistance is required, Created by Independent Third Party: Yes
hurricane protective system is NOT required. See DWG-MA-
FL0129-05 for details.
& 4904.3 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.01.[L
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 Florida FL4904 R7 II FL0128.pddf,
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'-0"x 6'-8" FL4904 R7 AE 502A.12df
max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes
= - required, hurricane protective system is NOT required on
} 41�
opaque panels, but is required on glazed panels. See DWG-
MA-FL0128-05.
4904.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
m- Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.02.pddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +45.0/-50.0 Installation Instructions
Other:.Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0129.pdf
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
hitp://www.floridabuilding.org/pr/pr_app_dt1.aspx?param=vGEVXQwtDgteluIwHNbbISci0%2baWgLuXXbtTsEXplAQ%3d[3/29/2016 9:15:13 AM]
Flonda Building Code Online
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
7 d.' Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'-0"x 8'-0" FL4904 R7 AE 501A.oddf
max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes
required, hurricane protective system is NOT required on
opaque panels, but is required on glazed panels. See DWG-
MA-FL0129-05.
" 4904.5 rU
d-edge Steel Side-Hinged Door 8'-0"Opaque O/S w/or w/o Sidelites
- ts
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C GAC NI006110.02.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +50.0/-45.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0129.pdf
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'-0"x 8'-0" FL4904 R7 AE 501A.pdf
max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes
required, hurricane protective system is NOT required on
opaque panels, but is required on glazed panels. See DWG-
" MA-FL0129-05.
4904.6 Wood-edge Steel Side-Hinged Door 6'-8"Glazed I/S and O/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.03.pdf
*:
Approved for use outside HVHZ:Yes
pp Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2020
Design Pressure: +50.5/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0130.pdf
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
"F does not exceed the design pressures listed. 12'-0"x 6'-8" FL4904 R7 AE 502A.pddf
max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes
required, hurricane protective system is required. See DWG-
MA-FLO130-05 for details.
4904.7 Wood-edge Steel Side-Hinged Door 8'-0' Glazed I/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.04.pdf
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 Florida FL4904 R7 II FL0131.12df
Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'-0"x 8'-0" FL4904 R7 AE 501A.1df
max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes
" required, hurricane protective system is required. See DWG-
�_ MA-FLO131-05 for details.
4904.8 Wood-edge Steel Side-Hinged Door 8'-0"Glazed O/S Door w/or w/o Sidelites
Units
t Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.04.pd
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2020
Design Pressure: +45.0/-40.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0131.pdf
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'-0"x 8'-0" FL4904 R7 AE 501A.pdf
max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes
required, hurricane protective system is required. See DWG-
MA-FLO131-05 for details.
hitp://www.foridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLuXXbtTsEXplAQ%3dp/29/2016 9:15:13 AM]
Flonda Building Code Online
Contact Us;;1940 North Monroe Street,Tallahasqpp Fl 32199 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
K.. mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click here.
Product Approval Accepts:
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http://wwAv.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgteluIwHNbbISciO%2baWgLuXXbtTsEXplAQ%3d[3/29/2016 9:15:13 AM]
NOTICE OF PRODUCT CERTIFICATION
- Company: Masonite International Corporation Certification No.: NI006110.03
1955 Powis Road Certification Date: 07/23/2005
West Chicago,IL 60185 Expiration Date: 12/31/2020
Revision Date: 11/21/2014
Product: Wood-Edge Steel Glazed Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites
� (w/Wood Frame unless noted)
.a Specification: TAS 202
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 Listing
at www.Namicertification.com. NAMI's Certification Pro ram is accredited b 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 Glazed 3'0"x 6'8" +50.5/-50.5 2.86 psf No, NCTL-210-2930-7
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0130-05
X O/S Glazed 3'0"x 6'8" +50.5/-50.5 7.60 psf No NCTL-210-2930-7
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0130-05
XX I/S Glazed 6'0"x 698" +50.5/-50.5 2.86 psf No NCTL-210-2930-7
Double Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0130-05
XX O/S Glazed 6'0"x 6'8" +50.5/-50.5 7.60 psf No NCTL-210-2930-7
Double Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0130-05
XO/OX I/S Glazed Door 6'0"x 6'8" +50.5/-50.5 2.86 psf Door-No NCTL-210-2930-7
Single w/Sidelite Glazed Sidelite Sidelite-No MA-WL0115/16/17/18/19/20/21-02
Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0130-05
XO/OX O/S Glazed Door 6'0"x 6'8" +50.5/-50.5 7.60 psf Door-No NCTL-210-2930-7
Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0130-05
0X0 I/S Glazed Door 910"x 6'8" +50.5/-50.5 2.86 psf Door-No NCTL-210-2930-7
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0130-05
0X0 O/S Glazed Door 910"x 6'8" +50.5/-50.5 7.60 psf Door-No NCTL-210-2930-7
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FLO 130-05
OXXO I/S Glazed Doors 12'6"x 6'8" +50.5/-50.5 2.86 psf Doors-No NCTL-210-2930-7
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0130-05
OXXO O/S Glazed Doors 12'6"x 6'8" +50.5/-50.5 7.60 psf Doors-No NCTL-210-2930-7
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0130-05
X I/S Glazed Ventlite 3'0"x 6'8" +55.0/-55.0 2.86 psf No NCTL-210-3461-1
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0130-05
X O/S Glazed Ventlite 3'0"x 6'8" +55.0/-55.0 0.0 psf No NCTL-210-3461-1
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0130-05
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072frel:(804)684-5124 Fax:(804)684-5122
NAMI AUTHORIZED SIGNATURE:
Ln
/ 149"MAX. OVERALL FRAME MOTH CL C0
SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT 21" MAX 36.375" MAX. O
--D.L.O.-- --PANEL WIDTH 37.5" MAX. c p
6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES FRAME WIDTH
w�AsrRacAL
z =C)
GENERAL NOTES Lu O Q
CL
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO Z
THE FLORIDA BUILDING CODE AND WHERE PRESSURE _
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Ln U
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ^ o Ln
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. c) f-
m (/)
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. C/)
X `� Lil
3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN O
ACCORDANCE WITH SECTION 2220 OF THE FBC. 2
W i7 O
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. „
S. PLASTICS TESTING OF LITE FRAME MATERIAL:
TEST DESCRIPTION DESIGNATION RESULT o S
SELF IGNITION TEMPASTMD1929 740 'F > 650 'F
RATE OF BURNING ASTM 6
635 0.77 IN MIN
SMOKE DENSITY ASTM D2843 13.47
TENSILE STRENGTH- ASTM D638 7.50% DIFF w N Wz
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1 V 0 3 0
o`
DOUBLE DOOR UNIT W/SIDELITES a a
Addendum to NAMI V)cn(n(n M
Ce4kation No.: c -
Reviewed By. z r=
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SINGLE DOOR UNIT DOUBI_F DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W SIDELITES DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNIT
WITH SIDELITE WITH SIDELITE WITH VENTLITE w o U m¢Z
WHERE WATER INFILTRATION PERFORMANCE IS
TABLE OF CONTENTS _ DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE DATE: 7/11105
OUTSWING INSWING OUTSWING / SCALE: N.T.S.
SHEET DESCRIPTION X 37.5 +50.5 -50.5 150.5 -50.5 +19.0 -19.0 +50.5 -50.5
1 I TYPICAL ELEVATIONS & GENERAL NOTES '50.5 -50.5 +19.0 -19.0 +50.5 -50.5 DWG.BY: SWS
2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 CHK.DY:
3 ANCHORING LOCATIONS & DETAILS 0X0 112.5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 KURT BAL7HAZOR DMWINC ND.:
OXXO 149 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 FLORIDA P.E. DWG-MA-FL0130-05
X - VENT 37.5 +55.0 -55.0 +55.0 -55.0 N/A N A #55533
SHEET 1 -'_E
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3:3t3:
C;ef11(O8{IOD NO.: n 6
Reviewed R'( - J O_ 0
Date Rev ewed: v� J
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ASTRAGAL RETAINER BOLT HOLE 0 a N N z
#8 x 2-1/2"
#10 x 2 #8 x 2-1/2" MUST BE DRILLED THROUGH o w o
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THE THRESHOLD & INTO THE av_vo"
#10 x 5/5" STRUCTURE DEEP ENOUGH o a=
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#8 x 2-1/2" #10 x 1" FOR A 1.375 m
#10 x 5/B" • '• Dow
❑ #10 x 3/4" DETAIL "F" ASTRAGAL ° r'N ao
#10 x 2" DETAIL "E" ASTRAGAL IG (I/B-TEMP. GLASS) O
FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/OPTIONAL DECORATIVE INSERT
ALUM, STEEL OR BUM SPACER
DETAIL_ "D" DETAIL "C" STRIKE PLATE TO FRAME I/2"BITE wH+H
AS SHOWN.
TYPICAL I Pse x I-I/2 PHS
DATE: 7/11/05
1
0.962"1 ��+8�' SCALE:
1.37.5" �/�`T��T,`� I :..t,_�,, N.T.S.
DOW 995 ••r-�. SINS
`HA�_l,.` CHK.BY:
EXTERIOR •. INTERIOR DRAWING NO.:
INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL DWG-MA-FLOIJO-05
SHEEP Z OF 3
SEE DETAIL 6" — —6" cz
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ATTACHMENT DETAIL Cull 3t 3 m
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, Z F .
SIGNED AND SEALED BY LUIS R. LOMAS, PE g
(FLORIDA #62514) WITH THE LOWEST (LEAST) a w
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND ¢¢w
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE a z
#10 WOOD SCREWS OR 3 16" TAPCONS. A PHYSICAL ��o" c
HARDWARE SCHEDULE
SHIM MUST BE PLACED IN S M SPACE AT EACH ANCHOR Ln o z w
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o:2 a=
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
Z. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE ro
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE. ^��ow
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES CD CN Q
CORRUGATED FASTENERS LOCATED 3" FROM EACH END CD
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C. ILI
1.5D" I 1.25"
W�UDI�
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN _D 25" MIN %
0.25" z
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM DATE: 7/11/05
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE AdtlerdumloNAf11
MINIMUM EMBEDMENT OF 1-1/4 CL—I �` - :; GL—� �— ,'�' SCALE: N.T.S.
e� �': Ceotcalballo.: o,' DWG BY: SWS
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ? Revievredey._ ,
DateRevev — ,�,��„
TRANSFER LOADS TO STRUCTURE. CHK.BY:
DaAMNO No.:
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWG-MA-FLOIJO-05
ANCHOR INSTALLATION ANCHOR INSTALLATION
SHEET .3 OF ,}
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 502A
336-945-9695 Date: 12/29/09
Product. Double Door with sidelites 12'x6'8"
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.
Drawings verification:
This analysis verifies anchoring for the following drawings:
DWG-MA-FLO120-05 DWG-MA-FLO132-05 DWG-MA-FLO147-06 DWG-MA-FLO162-07
DWG-MA-FLO122-05 DWG-MA-FLO134-05 DWG-MA-FLO151-06 DWG-MA-FLO168-07
DWG-MA-FLO124-05 DWG-MA-FLO140-05 DWG-MA-FLO153-06 DWG-MA-FLO170-07
DWG-MA-FLO126-05 DWG-MA-FLO142-05 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-FLO175-07
I
Anchors to be qualified:
1. #10 Wood screw,for installation in wood frame substrates.
2. 3/16"ITW Tapcon,for masonry installation
Anchor capacity in shear condition:
Fastener type:#10 wood screw (NDS 2005,11.3)
Side member: bouglas Fir-Larch Main member:Spruce-Pine-Fir
Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in
Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: F_= 3,350 psi
Minimum required penetration: 1.330 in Screw bending yield strength: Fyb= 80,000 psi
Duration Factor: Co= 1.6 Tabulated lateral design value: Z= 107.0 lbs
Allowable Design Value: Z'= 171 lbs/anchor Mode IV
II
Fastener type:3/16"ITW Tapcon N.O.A.07-1126.10
Substrate: Hollow block
Minimum embedment: 1.25 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 factor: 1.00
Tabulated shear design value: Z= 197 lbs
Actual edge distance: 2.50 in
Design value per interpolation: Z= 189 lbs
Allowable Design Value: Z'= 189 lbs/anchor
Minimum anchor capacity: 171 lbs/anchor
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations,minimum required anchors
Double. Pressure against stops with bump threshold:
36.38 36.38 Design pressure: 60.0 psf
Max. Anchor
EE
Area Load Ind.
Zone z O.C. Cap. Load Result
79 25 (ft) (lbs) (in) Qty
(in) (lbs) (lbs)
Al 2.3 138 N/A N/A 171 1 138 OK
Az 7.7 463 6.00 21.00 171 5 93 OK
72.75 " A3 7.7 463 N/A N/A 171 3 154 OK
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TATE OF
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OR
Luis R.Lomas P.E.
FL No.:62514
1 of4 1/7/2010
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 502A
336-945-9695 Date: 12/29/09
Double. Pressure away from stops:
36.38 36.38
Design pressure: 60.0 psf
Area Load Ind. Max. Anchor
A1- Al Zone Z O.C. Cap. ty Load Result
79.25 (ft) (lbs) (in) (in) (lbs) Q (lbs)
Al 10.0 601 6.00 21.00 171 5 120 OK
A, 10.0 601 N/A N/A 171 4 150 OK
72.75
Double. Pressure against stops with saddle threshold:
36.38 36.38 Design pressure: 60.0 psf
1 -1 Area Load Ind. Max. Anchor
Al / Al Zone z O.C. Cap. Load Result
(ft) (lbs) (in) (in) (lbs) Q (lbs)
A2 A2 79.25 Al 2.3 138 N/A N/A 171 1 138 OK
AZ 8.9 532 6.00 21.00 171 5 106 OK
A3 1 7.7 1 463 1 N/AN/A 171 3 154 OK
72.75 A4 1 10.0 601 N/A N/A f 171 4 1 150 OK
bauble with sidelites. Pressure against stops with bump threshold:
Design pressure: 60.0 psf
37.50 36.38 36.38 37.50 Max. Anchor
Area Load Ind.
I I Zone z O.C. Cap. Load Result
Al A4 I A4 Al � (ft) (lbs) (in) (in) (lbs) Q� (lbs)
Y Y Y 1' Al 2.4 146 N/A N/A 171 1 146 OK
A2� � J J\� 79.25 A, 7.9 473 6.00 21.00 171 5 95 OK
a� A4 A4 Al A3 1 7.8 1 468 1 N/A I N/A 171 3 156 OK
A4 2.3 1 138 N/A N/A 171 1 138 OK
147.75 A5 7.7 463 N/A N/A 1 171 3 154 OK
Double with sidelites. Pressure away from stops:
Design pressure: 60.0 psf
37.50 36.38 36.38 37.50 Area Load Ind. Max. Anchor
Zone O.C. Cap. Load Result
Al Al�/ (ft') (lbs) (in) (in) (lbs) Qty (lbs)
A2YP3 4 J A2 79.25 Al 2.4 146 N/A N/A 171 1 146 OK
A2 7.9 473 6.00 21.00 171 5 95 OK
Al Al A3 8.9 537 N/A N/A 171 4 134 OK
A4 10.0 601 N/A N/A 1 171 4 150 1 OK
147.75
Double with sidelites. Pressure against stops with saddle threshold:
Design pressure: 60.0 psf
37.50 36.38 36.38 37.50 Max. Anchor
Area Load Ind.
Zone (ft)z (lbs) (iQty
O.C. Cap. Load Result
n)
Al Y_ Y_ Y_ (in) (lbs) (lbs)
6 Al 2.4 146 N/A N/A 171 1 146 OK
79.25 A, 7.9 473 6.00 21.00 171 5 95 OK
Ai Al A3 7.8 1 468 N/A N/A 171 3 156 OK
` A4 8.9 537 N/A N/A 171 4 134 OK
147.75 A5 2.3 138 N/A N/A 171 1 138 OK
A6 7.7 463 N/A N/A 171 3 154 OK
A, 10.0 601 N/A N/A 171 4 150 OK
11/11/
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2 of 4 /O��►•:°C 0 R1a?• \'�Q� FL No.:62514
���ssi�NAL 1[7/2010
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 502A
336-945-9695 Date: 12/29/09
Anchor Locations: Double door with sidelites
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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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ONAIL
Luis R.Lomas P.E.
FL No.:62514
3 of 4 1/7/2010
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#:502A
336-945-9695 Date: 12/29/09
Anchor Locations: Double door
36.98 36.38
6.00 TYP. 6.00 TYP. �+ 18.19 TYP. —
3.00 TYP.—
I
1
1 6.00
1
13.45
MAX.O.C.
1
79.25
i
6.00
1
Note:
Anchor locations indicated in this document are the minimum required for the described product exposed at the design
pressure indicated herein.
�'v•titG E N`st�•���f''�
4.- TAT OF civ`
frirct
Luis R.Lomas P.E.
FL No.:62514
4 of 4 1/7/2010