HomeMy WebLinkAboutProduct Approval 01/09/2018-12:22pm intern1 V:\Projects\-Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017 b FBC WIND CHART.dwg
6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 170 MPH MRH <_60'
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85
MRH=MEAN ROOF HEIGHT
INTERIOR ZONE4 PRESSURES 1 EXTERIOR ZONES PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN (SEE BELOW)
INSTRUCTIONS FOR TABLE USE:
Mean DESIGN PRESSURES(PSF)-Z E 4 Mean DESIGN PRESSURES(PSF)-ZO E 5 4 1. IDENTIFY THE ZONE OF THE OPENING AS ERIOR-(ZONE 4)OR EXTERIOR(ZONE 5)PER THE
2 URE BELOW LEFT OR INFOR _I'P OVIDED T• OFf14] THERS.
Roof Ar of Opening(Sq Fr_lm�ftft _ � f Area of Opening(Sq Ft 1.1. ANY QUESTIONABL OPE - TO CONSID RED THE MORE CRITICAL(EXTERIOR)ZONE
Height 10 20 30 40 _ Ig
10 20 30 40 50 5
_ \[./IDENTIFY THE BUILDING M $E- G_ F HT FROM THE LOWEST GROUND ELEVATION.IF
46.4 4 43.3 42. -4' - ( -57.2 -53.4 -51.1 49.5 -48.3 7RE MEAN ROOF HEIGHT CANN T 1_lI�ENT�F D,U TIDE PEAK(HIGHEST)ROOF HEIGHT.
0-10 ft 10 ft 2.1. ALWAYS ROUND UP OOF EI6 TO NES A$ E VALUE.
+42.7 + 8 +39.7 +38. 3. \ +42.7 +40.8 +39.7 +38.9 +38.3 2. VALID FOR ALL ROO S-b-F FOR SLOPE GX�� SEE AN ENGINEER FOR REDUCTIONS.
3.CALCULATE THE TRIBUTARI`'ARE ATdF�kIE_OP jVfN NrQUE'tTION AS THE GREATER OF(HEIGHT
15 ft 49.8 -47.7 -46.5 -45.6 45.0 r/ 15 ft -61.4 -57.3 -54.9 -53.2 -51.8 9TH)OR THE SPAN LENGTH(HEIGIIT) N �GTIVE WIDTH OF 1/3 THE HEIGHT(HEIGHT z/3).
+45.9 +43.8 +42.6 +41.7 +41.1 +45.9 +43.8 +42.6 +41.7 +41.1 3.1. USE THE AREA BETWEEN STRUCTU OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN
STRUCTURAL MULLS,COLUMNS,ETC.
-52.3 -48.9 -48.0 -47.3 -64.6 -60.2 -57.7 -55.9 -54.5 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST
20 ft +48.2 +46.1 +44.8 +43.9 +43.2 20 ft +48.2 +46.1 +44.8 +43.9 +43.2 (10 SQUARE FEET)SHALL BE USED.
3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER
-54.8 -52.5 -51.1 -50.2 -49.5 -67.6 -63.0 -60.4 -58.5 -57.0TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
�4 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY
26 ft +50.5 +48.2 +46.9 +45.9 +45.2 26 ft +50.5 +48.2 +46.9 +45.9 +45.2 IN ACCORDANCE WITH CODE.
S. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF
56.1 -53.8 -52.4 -51.5 -50.7 -69.3 -64.6 -61.9 -60.0 -,5z8-.5- 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
30 ft +51.7 +49.4 +48.1 +47.1 +46.3 30 ft -+51.7 +49.4 +48.147_1' +46.3 ENERAL NOTES:
-57.9 -55.5 -54.1 -53.1 -52.4 -71.5 -66.7 -63.9 1� - . TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10
S CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN.
36 ft +53.4 +51.0 +49.6 +48.6 +47.8 36 ft +53.4 +51.0 +49.6 +_ 47 8 �2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED.
WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS.
-59.0 -56.6 -55.1 -54.1 -53.3 -72.8 -67.9 -65.1 - 3 611
- ,5 X2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS
40 ft 40 ft �HAN THE RATED LIMITING WIND VELOCITY ABOVE.
+54.4 +51.9 +50.5 +49.5 +48.7 +54.4 +51.9 +50.5 49- $ TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA.
'- -� 4.INTERNAL PRESSURE COEFFICIENT(GCpI=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.
60.2 57.7 56.3 55.2 54.4 74.3 662
S.66.4 64.3 :�75. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT.
45 ft +55.5 +53.0 +51.6 +50.5 +49.7 45 ft +55.5 +53.0 +51.6 +50.5 +49.7 HVHZ=HIGH VELOCITY HURRICANE ZONE.
6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
-61.3 -58.8 -57.3 -56.3 -55.4 -75.7 -70.6 -67.6 -65.5 -63.9 7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT.
50 ft +56.6 +54.0 +52.5 +51.5 +50.6 50 ft +56.6 +54.0 +52.5 +51.5 +50.6 8, THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED
OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS.
55 ft -62.4 -59.8 -58.3 -57.2 -56.4 55 ft -77.0 -71.8 -68.8 -66.6 -65.0 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE
TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE
+57.5 +54.9 +53.4 +52.3 +$1.$ +57.5 +54.9 +53.4 +52.3 +51.5 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR
APPLICABILITY OF THE USE OF THESE TABLES IS -F E ED-HEREIN.
-63.3 -60.7 -59.2 -58. -57 21. -78.2 -72.9 -69.8 -67.6 -66.0 10. THIS SPECIFICATION DOES NOTTOE�R A PRODU^ P VEI I CERTIFICATION. REFER TO ANY SEPARATELY
60 ft ft SUBMITTED TEST CRITERIA AND OTHR FR(l LS FOR ESIGN I•STALLATION INFORMATION AND APPLICABILITY
+58.4 +55.7 +54.2 +53. +52- +58.4 +55.7 +54.2 +53.1 +52.3 OF THESE TABLE VALUES WHICH IS TVE,_ - } ERS,c / CCORDANCE WITH GOVERNING CODES.
11. ADHERE TO ALL LOCAL IMPACT PR•xEC_IO�f�'S_1�arE R(31 I NCES.
12. NO CERTIFICATION IS OFFEREDO'0L•'fFi.{ EHOST STRUCTURE.
13. EXCEPT AS EXPRESSLY PROVIDH�REIN. O DDITI CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
INTERIOR ZONE(4), EXTERIOR 20N -_70+,.F Hrl6HT EXPLAINED LEAST HORIZONTAL c m m m z rn V-n -I 73
r m zmOF 00 r22.0 - H,y
DIMENSION m F M m G1 z m m G1 Z
a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%OFF ROOF PEAK ROOF z Z C 3 _-i A -{ O -7I
HEIGHT rnD m Uf m
HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST 5 O m p O p; I x x Di H m rn X I--I
HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. In p mm D D Z T F m D C z w (n z
CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN O U)I^m r Z'i w r o m DRI v O I--I
REQUIRED. ROOF 2 5 4 =O z Ln O D Z m N„M Z•i rn -1 3
MEAN EAVE HEIGHT m A O0 z m m-I 3 D rel 0 m Imo+
a a ROOF ROOF ��nDaZp>ODzHuI .T. O D
1� HEIGHT HEIGHT z-z A 0 O O z.4.fir.Z III
m (� m O QO
O O� O �61 ZOi0-Rr-zmr--4 0 C z
® C ® 4 t'a PLAN ® DyD�iN0�IInncN o � m M
5 1 5 O \ pCzmPOT>�mD IA m o D
COMPLEX 0 m 'n m A= m- r7 Z (n -n z (-
ISOMETRIC CORNERS ;0 29 in m m o � o In O r
ELEVATION a a 5 5� o fn -4
K REMARKS DRWNCHKD DATE 6TH EDITION FLORIDA BUILDING CODE ENGINEERING ,, o m�
D O a INIT ISSUE GSS TSB 03/05/12
m 3 G) REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2 1 EXPRESS ?o o \ o z
A�
REV 2014 FBC DGM TSB 06/10115 _o r
2 UPDATES,2017 FBC FLB FLB 17117 ASCE 7-10, CHAPTER 30 z IDM
CORPORATE OFFICE: = A IP
z m 160 SW 12th AVENUE, SUITE 106
� I-• - DESIGN LOADS FOR COMPONENTS&CLADDING m z
A DEERFIELD BEACH, FL 33442i:n 0 J D
V Lzl THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 z m p
,(] Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 i In
o N m WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, E:HELLO@ENGINEERINGEXPRESS.COM p° m 7
Fy m ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- 1 O rn
o PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM
Florida Building Code Online
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jBCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts ; Publications FBC Staff BCIS Site Map Links Search
Product Approval
- USER:Public User
d [
t Product ADOroyal Meru>product nr Annlication Search>ADDli a ion List>Application Detail
FL# FL22378-R2
Application Type Affirmation
Code Version 2017
Application Status Approved
3
Comments
Archived
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
f West Chicago,IL 60185
(800) 663-3667
sschreiber@masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
( � Address/Phone/Email
Quality Assurance Representative
' Address/Phone/Email
8
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
l 4 Compliance Method
x
p Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
` W
Validated By National Accreditation&Management Institute
t
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
u. TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
I" Certified By
I
R 01 affirm that there are no changes in the new Florida Building
r 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 Yes ONo ON/A
http://www.floridabttilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3Nl6m9%2fIC8XPIOX7v28WDo0ZYpgvK4LaKGIVagYyND20w%3d%3d[1/16/2018 9:43:27 AM]
Florida Building Code Online
Product Approval Method Method 1 Option A
j
i Date Submitted 12/01/2017
s
Date Validated 12/01/2017
t. Date Pending FBC Approval
c Date Approved 12/06/2O17
- Summary of Products
1 .
FL# Model,Number or Name Description
22378.1 Stormguard Fiberglass Side-Hinged 6'-8"Opaque I/S Single Door
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R2 C CAC NI0O7077.O7 .pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
l_ Design Pressure: +60/-65 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FL01.70.)df
k Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
',i where pressure requirements do not exceed the design Created by Independent Third Party:
I pressures listed. 3'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports
i protective system is NOT required. See DWG-MA-FLO170 for FL22378 R2 AE 51401OA.odf
anchor details and water performance where required. FL22378 R2 AE 514014A.pdf
t Created by Independent Third Party: Yes
22378.2 i Stormguard Fiberglass Side-Hinged 6'-8"Opaque O/S Single Door
t1 Door Unit I
Limits of Use Certification Agency Certificate
n; Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007O77.07 .pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
j Impact Resistant:Yes 12/31/2020
Design Pressure: +60/-60 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FL0170.1df j
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
' where pressure requirements do not exceed the design Created by Independent Third Party:
I pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO17O for FL22378 R2 AE 51401OA.pdf i
anchor details and water performance where required. FL22378 R2 AE 514014A.Ddf I
Created by Independent Third Party: Yes
Y '
22378.3 Stormguard Fiberglass Side-Hinged 6'-8" Opaque I/S Single or Double Door w/or w/o Sidelites
Door Unit
— — ... -------
i
f Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R2 C CAC N1007077.07 pd
1
Approved for use outside HVHZ:Yes
pp Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
:- Design Pressure: +50.5/-50.5 Installation Instructions
j Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FL017O.pdf•
k . # Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
i where pressure requirements do not exceed the design Created by Independent Third Party:
�T
pressures listed. 12'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FL0170 for FL22378 R2 AE 514008A.odf
} anchor details and water performance where required. FL22378 R2 AE 514012A.pdf
Created by Independent Third Party: Yes
22378.4Stormguard Fiberglass Side Hinged 6'-8"Opaque O/S Single or Double Door w/or w/o Sidelites
' I Door Unit
s. ]
Limits of Use Certification Agency Certificate
". Approved for use in HVHZ:Yes FL22378 R2 C CAC NIO07O77.O7 .pelf
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 Florida FL22378 R2 II FL0170.12df,
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
- where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports
a protective system is NOT required. See DWG-MA-FLO170 for FL22378 R2 AE 5140O8A.12df
anchor details and water performance where required. FL22378 R2 AE 514012A.12df,
littp://www.floz-idabtiildiiig.org/pr/pr app_dtl.aspa?param=wG EV XQwtDgs3M6m9%2fK8XPIOX7v28 W DoOZYpgvK4LaKG I VagYyND20w%3d%3d[1/16/2018 9:43:27 AM]
Florida Building Code Online
f7
c. Created by Independent Third Party: Yes
1 j 22378.5 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed I/S or O/S Single Door w/or w/o Sidelites
Door Unit
_-..._ .........-. - --- - - ----- -
j. Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R2 C CAC NIO07077.09 pdf
l - Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +55/-55 Installation Instructions
g Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FLO172.pdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
i
where pressure requirements do not exceed the design Created by Independent Third Party:
a � pressures listed. 9'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO172 for FL22378 R2 AE 514008A.12df
i anchor details and water performance where required. FL22378 R2 AE 514012A_pdf
Created by Independent Third Party: Yes
22378.6 !Stormguard Fiberglass Side-Hinged 6'-8" Impact Glazed I/S Double Door w/or w/o Sidelites
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.09 .odf
Approved for use outside HVHZ:Yes
Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +50/-55 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FLO172.1df
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute i
' where pressure requirements do not exceed the design Created by Independent Third Party: I
pressures listed. 12'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO172 for FL22378 R2 AE 514008A.12df
E anchor
details and
� water performance where required. FL22378 R2 AE 514012A.12df
Created by Independent Third Party: Yes
` 22378.7 Stormguard Fiberglass Side-Hinged 6'-8" Impact Glazed O/S Double Door w/or w/o Sidelites
i Door Unit
—-- — - —_ ...........................- — .....- -------...- .. ........ .............--
Limits of Use Certification Agency Certificate
j - Approved for use in HVHZ:Yes FL22378 R2 C CACN1007077.09 pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
I Impact Resistant:Yes 12/31/2020
" Design Pressure: +55/-55 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FLO172.pdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
jpressures listed. 12'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO172 for F1_22378 R2 AE 514008A.pdf
- anchor details and water performance where required. FL22378 R2 AE 514012A.pdf
Created by Independent Third Party: Yes
?, 22378.8 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single Door
Door Unit
Limits of Use Certification Agency Certificate
;• Approved for use in HVHZ:Yes FL22378 R2 C CAC NIO07077.08pdf i
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
t Design Pressure: +60/-65 Installation Instructions
i Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FL0171.2df
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 3'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports
i protective system is NOT required. See DWG-MA-FLO171 for FL22378 R2 AE 514009A.1df
9 anchor details and water performance where required. FL22378 R2 AE 514013A.Ddf
Created by Independent Third Party: Yes
22378.9 Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single Door
Door Unit
Limits of Use — Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.08 .pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
i Impact Resistant:Yes 12/31/2020
Design Pressure: +60/-60 Installation Instructions
r Other: Evaluated for use in locations adhering to the Florida FL22378 R2 IIF 0171.1df
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
. ! pressures listed. 3'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports
littp:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDgs3M6m9°/2fK8XPIOX7v28WDo0ZYpgvK4LaKGl VagYyND20w%3d%3d[1/16/2018 9:43:27 AM]
Florida Building Code Online
protective system is NOT required. See DWG-MA-FLO171 for FL22378 R2 AE 514009A.Ddf
anchor details and water performance where required. FL22378 R2 AE 51401.3A.odf
Created by Independent Third Party: Yes
22378.10 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites j
Door Unit
Limits of Use Certification Agency Certificate i
i.. „ Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077,08 .Ddf
I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
111 Impact Resistant:Yes 12/31/2020
Design Pressure: +50.0/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II F 0 71.1df
' Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports j
} protective system is NOT required. See DWG-MA-FLO171 for FL22378 R2 AE 514007A.Ddf
anchor details and water performance where required. FL22378 R2 AE 514011A.pdf
{„ Created by Independent Third Party: Yes
i
22378.11
Stormguard Fiberglass Side-Hinged 8'-0"Opaque O S Single or Double Door w or w o Sidelites
9 9 / / /
9
Door Unit
i Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.08_pdf
I 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
1 Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FL0171.pdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FL0171 for FL22378 R2 AE 514007A.�df
anchor details and water performance where required. FL22378 R2 AE 514011A.Ddf.
f Created by Independent Third Party: Yes
• 22378.12 Stormguard Fiberglass Side-Hinged 8'-0"Impact Glazed I S Single or Double Door w or w o
9
9 9 P / 9 / /
Doorni
U t Sidelites
= Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.04 .Rdf
# ' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +43/-47 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II F1_0173.12df
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
is where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO173 for FL22378 R2 AE 514007A.12_df
anchor details and water performance where required. FL22378 R2 AE 514011A.pdf
' Created by Independent Third Party: Yes
22378.13 i Stormguard Fiberglass Side-Hinged 8'-0" Impact Glazed O/S Single or Double Door w/or w/o
i Door Unit Sidelites
- I Limits of Use Certification Agency Certificate
( "# Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.04 .pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
1. Impact Resistant:Yes 12/31/2020
Design Pressure: +47/-45 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FL0173.pdfdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
5 where pressure requirements do not exceed the design Created by Independent Third Party:
1 pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports I
protective system is NOT required. See DWG-MA-FLO173 for FL22378 R2 AE 514007A.12df
.` anchor details and water performance where required. FL22378 R2 AE 514011A.pdf
Created by Independent Third Party: Yes
1
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littp://Nvww.floridabtiilding.org/pr/pr_app_dtl.aspx?param=yGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDo0ZYpgvK4LaKGl VagYyND20w%3d%3d[1/16/2018 9:43:27 ANI]
NOTICE OF PRODUCT CERTIFICATION
tip CERTIP
�Q�a�vncck��fr'oy : Company: Masonite International Corporation Certification No.: NI007077.09-R1
1955 Powis Road Certification Date: 05/22/20017
West Chicago, IL 60185 Expiration Date: 12/31/2020
Revision Date: 09/27/2017
Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/and w/o Impact Rated Sidelites
(w/Wood Frame or Worldwide Composite Frame' unless noted)
�rieD Pl�oo� Specification: TAS 201/202/203-94/ASTM E330-02
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. Tile 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.Nanlieertirication.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 Glazed 3'0"x 6'8" +55/-55 0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Single Maximum Panel Size:3'0"x 6'8"
X O/S Glazed 3'0"x 6'8" +55/-55 3.75 psf/6.0 psf' Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Single 8.25 psf'-/9.0 psf; Maximum Panel Size:3'0"x 6'8"
Anchor Details-MA-FLO172-07/W-1807/W-1835
Maximum Panel Size:3'0"x 6'8"
Double Anchor Details-MA-FLO 172-07/W-1807
XX O/S Glazed 6'0"x 6'8" +55/-55 3.75 psf/6.0 psf' Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Maximum Panel Size:3'0"x 6'8"
Double 8.25 psf'-/8.25 psf Anchor Details-MA-FLO172-07/W-1807/W-1835
XO/OX I/S Glazed Door 6'0"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Details-MA-FLO172-07/W-1807
XO/OX O/S Glazed Door 6'0"x 6'8" +55/-55 3.75 psf/6.0 psfDoor-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Single tv/Sidelite Glazed Sidelite 8.25 psf'/9.0 psf Sidelite-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Details-MA-FLO 172-07/W-1807/W-1835
0X0 I/S Glazed Door 9'0"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Single Nv/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Details-MA-FLO 172-07/W-1807
OXO O/S Glazed Door 910"x 6'8" +55/-55 3.75 psf/6.0 psf' Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Single tv/Sidelites Glazed Sidelites 8.25 psf'/9.0 psf a Sidelite-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Details-MA-FLO172-07/W-1807/W-1835
OXXO I/S Glazed Doors 12'6"x 6'8" +50/-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Double",/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Details-MA-FLO172-07/W-1807
OXXO O/S Glazed Doors 12'6"x 6'8" +55/-55 3.75 psf/6.0 psf' Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Double w/Sidelites Glazed Sidelites 8.25 psf'/8.25 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Details-MA-FLO172-07/W-1807/W-1835
1-Denotes Z-Series Threshold Design 2-Denotes High Darn Threshold Design 3-W-1815 4-Denotes Worldwide Pro T4 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:
11 1 1 MASOrIITC. 149"MAX. OVERALL FRAME WIDTH - cc
CO
STORMGUARD FIBERGLASS DOOR UNIT 21"D.L.O. PANEL" MAX. -Z Q
O
- .O.- PANEL WIDTH 37.5" MAX. Q O
6'-B"DOUBLE DOOR WITH/WITHOUT SfDELITES I^ W/ASTRAGAL FRAME WIDTH [Y
_ III !�2
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO I U.1 O Q
THE FLORIDA BUILDING CODE AND WHERE PRESSURE 1 Z cj-
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM U
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. `n I �
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF °0 N OZCT)1-
A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). r'U)
LLJ
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 O
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
C3 9
4_ PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION FACING LITE FRAME 1 a
SELF IGNITION TEMP ASTM D1929 752 'F > 650'F 842 'F > 650 'F
RATE OF BURNING ASTM D635 0.56 IN MIN 1.28 IN MIN
SMOKE DENSITY ASTM D2843 53.4% 1 70.2%
TENSILE STRENGTH- I ASTM D638 3.27 DIFF 1.8% DIFF 2 -2
S.
rq
m
5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): g� �
TEST DESCRIPTION DESIGNATION RESULT 2 N
SELF IGNRION TEMP ASTM D1929 779g'F >_650'F As"
LL
RATE OF BURNING ASTM D635 0.0 IN MIN AddendlmlGNpA9 K
SMOKE DENSITY �ASTM D2843 39.0% , o
TENSILE STRENGTH- ASTM D638 3.6% DIFF flCBBI NO= oo DOUBLE DOOR UNIT W/SIDELITES a a
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1 DORlulei+,T/
3333m
Inrn(AEn
1 to
ww
oow
® e • e D a.Q
• � • • � �t o rn
0�0� o_
w02U N
¢>a7 Ir
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR LIN R SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/S1DELITES r,�o o
WITH SIDELITE WITH SiDELITE `to 00 N H
N N N
STRUCTURAL WHERE WATER INFILTRATION PERFORMANCE IS -4-
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
CQUEIG MAX WIDTH INSWING INSWIN. BUMPER O S Z-S 1'4 O S HIGH DAM O S
X 37.5 +55.0 -55.0 +55.0 -55.0 N A El"
+40.0 -40.0 +55.0 -55.0 +55.0 -55.0 o v m¢z
74 +50.0 -55.0 - . N A +40.0 -40.0 +55.0 -55.0 +55.0 -55.0
OX or XO 75 +55.0 -55.0 +55.0 -55.0 N A +40.0 -40.0 +55.0 -55.0 +55.0
0X0 112.5 +55.0 +55.0 N A +40.0 -40.0 +55.0 -55.0 +55.0 -55.0 DATE 4 9/07
OXXO 149 +50.0 -55.0 +55.0 -55.0 N A +40.0 -40.0 +55.0 -55.0 +55,0 -55.0 / N.T.S.
scA�:
TABLE OF CONTENTS DWG.BY. SWS
SHEET ® DESCRIPTION
CHK.9Y:
KURT BALTHAZOR DRAWTNG NG:
1 TYPICAL ELEVATIONS & GENERAL NOTES FLORIDA P.E.
2 ANCHORING LOCATIONS & DETAILS #56533 DWG-MA-FLO172-07
3 IANCHORING LOCATIONS & DETAILS sHEer 1 of 3
c Do
0
8"- SEE DETAIL _3" -6" J �CO
3" E,.
l_ 11 I I II I I I _ Q (n Q
6" 6"-I_ 6" 8" 1 I I -I-8" 8" - 1 W §i�L
3"-1 m i0 FZ (�
� o
n Z
M — N
W
- a a SEE DETAIL - - M ()
a ? D
SEE DETAIL - - W a I - - SEE DETAIL
^D"
o
A r1 O B 0 G G H r1 H w z
6^
c�h
6" 6"
3^ � � o 'a
3"-1 -
3" -3" - 3"
6^ -6" a
SEEDETAIL #8 x 2 to N r
"F" ASTRAGAL RETAINER BOLT HOLE
® ® MUST BE DRILLED THROUGH
10x58"
#8 x 2" THE THRESHOLD & INTO THE v,
STRUCTURE DEEP ENOUGH a uj
o w
#8 x 2 #10 x 5/8 FOR A 1.375" THROW
'. #10 x 1" DETAIL "E" ASTRAGAL
#10 x 2-112" >>o z
d ATTACH ASTRAGAL RETAINER BOLT
DETAIL "F" ASTRAGAL r
• #10 x 1" STRIKE PLATE TO FRAME AdderdoIDWIM _ Ln
#10 x 5/8" AS SHOWN. o a z�U—
DETAIL "C" Rweww BYY: oo a>a�
DETAIL "D" ®®� DAPn / ^n__no
ZZw
N(O DON Q
1 0 �Ljjjj� .962 1 0.124•HEAT STRENGTHENED DECORATIVE INSERT 0.124"HEAT STRENGTHENED r DECORATIVE INSERT O N N
1.375" 0.090•SAFLEX (NOA 15-1201.11) (OPTIONAL) 0.090"SAFLEX(NOA 15-1201.11) (OPTIONAL) 4 all.-
0.124'HEAT STRENGTHENED + .0124•TEMP. 0.124•HEAT STRENGTHENED- 'd .0124"TEMP.
T T
1/2•SITE 1/2-BITE p U m Q O
INSWING THRESHOLD BUMPER O/S THRESHOLD z
1 DATE: 419107
1 OW 995 °`ya^L : DOW 995
m., DOW 995 • DOW 995 SSE N.T.S.
1.482" 1.75" 11.047 1.437" "` r,;d�•' ''.""Z~ owc.BY. SWS
T 1 T �1� �8 EXIERIO V INTERIOS CHK.9Y:
TYPICAL GLAZfNG DETAIL ALTERNATE GLAZING DETAIL DRAWING NO.:
Z—SERIES 0/S THRESHOLD HIGH DAM 0/S THRESHOLD T4 0/S THRESHOLD IMPACT RATED GLASS IMPACT RATED GLASS DWG-MA-FLO172-07
SHEET-,L OF 3
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514008A
434-688-0609 Date: 10/10/2017
rliORlaS�CiItIOn?aspe.COm
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8"(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/6 w/out gap:
a. With threads present in shear plane
Fastener type:#10 wood screw (NDS 2012,NDS 2015,TR12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: Dr: 0,152 in Moment arm: 0.0000 in
1, Minimum required penetration: p: 1.140 in Screw bending yield strength: Fys= 80,000 psi
Side member: Douglas Fir-Larch(G=0.50) Main member:Spruce-Pine-Fir(6=0.42)
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
Side member dowel bearing length: 4= 1.000 in Main member dowel bearing length: Im= 1.140 in
Mode I, Mode I, Mode II Made II1m Mode III, Mode IV
qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135
P= 725.61 lbs p= 884 lbs 8: 1.07 8: 0.57 8: 0.5 3: 0.000
Ke= 2.400 Ko= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6
Zm= 302 lbs Z,= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
Ko= 2.400 P= 297 lbs p= 319 lbs P= 263 lbs
Min.Design value: Z= 110 lbs Z= 138 lbs Ko= 2.400 Ko= 2.400 Ka= 2.400
Duration Factor: Co= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value(ZCo): Z'= 175 lbs/anchor
Fastener type: 1/4 ITW Tapcon Tabulated values
N.O.A.16-1222.06 edge spacing(in)
Substrate:Hallow 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 Value: Z"= 155 lbs/anchor(per interpolation when needed)
Fastener type: #10 Tek screw
Substrate: 18 GA,Steel
Tabulated design value: Z= 1266 lbs
Safety factor: Fs= 4
Allowable Design Value 9Fs): Z'= 316 lbs/anchor
Minimum anchor capacity: 155 lbs/anchor
Note:Anchors with the least capacity is used for calculations to qualify anchors with highercapacity.
Anchor calculations,minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
Al Al
AY
Area Load Ind. Max. Anchor
2 O.C. Cap. Load Result
A 79.25 Y Zane (ft) (lbs) (in) (in) (lbs) Q (lbs)
Al Al A, 2.3 138 N/A I N/A 155 1 1 138 OK
} 1 Az 7.7 463 6.00=2 .00 155 5 93 OK
72.75 A3 7.7 463 N/A I N/A 155 3 154 OK
37.50 36.3E 36.38 37.50 Design pressure: 60.0 psf ,o\111111/1//t �i
Max- Anchor �� Tt• L O ///
Area Load Ind. \ S
Al A4 A4 Al Zone Z O.C. Cap- Load Result ��J\.• • .' �j
�Y Y Y Y� cft, clb5) rn) (in) (lbs, Qry (lbs) �'.•�,��E N SF qs
/I� f^ 79.25 A, 2.4 146 N/A N/A 155 1 146 OK t
Al Aa na A AZ 7.9 473 6.00 21.00 155 5 95 OK _ 4,- TATrOF 0A3 7.8 468 N/A N/A 155 4 117 OK147.75 A4 2.3 13B N/A N/A 155 1 138 OK 1
1
As 7.7 463 N/A N/A 155 3 154 OK % • . �(/\
o0z' S. G ��
/ &ONAItE� �
Luis R. Lomas P.E.
FL No.: 62514
1 of 4 10/10/2017
L. Roberto Lomas P.E.
7432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#. 514008A
434-688-0609 Date: 10/10/2017
rllomasZIdomaspe.com
Anchor Locations:
Double door
36.38 36.38
6.00 TYP. 6.00 TYP.— 18.19 TYP.
3.00 TYP.
1
6.00
I
18°
MAX
O.C.
79.25
6.00
IR
*•
019519
TAT OF
���•c�.s:,�0 R10P
ONAL��: ����
Luis R. Lomas P.E.
FL No.: 62514
2 of 4 10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514008A
434-688-0609 Date: 10/10/2017
rIIon-,aSrl,Ionlaspe.COnl
Double door with sidelites
37.50 36.38 36.38 37.50
18.75 IP. "
6.00 TYP. 6.00 T'P.� 18.19 T'P.
3.00 TYP.
6.00
18"
MAX
O.IIC.
79.25
6.00
• 4V
4'
0 51 •*=
TAT
OF ;
ONAt`E: G��\
Luis R. Lomas P.E.
FL No.: 62514
3 of 4 10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514008A
434-68e-0609 Date: 10/10/2017
rl lonlastEDlfionl asoe.coni
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
METALFRAME INTO 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:
A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42
B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052"THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2"OR GREATER,BUCK SHALL BE SECURELY FASTENED TO
MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE.UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
_ *• �51 ••'t J
VO'F
. . . -
oNAtil ``
Luis R. Lomas P.E.
FL No.: 62514
4 of 4
10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514012A
434-688-0609 Date: 10/10/2017
rl lomas(Z-v Irlomaspe.com
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8"(composite 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/d w/out gap:
a- With threads present in shear plane
Fastener type:7110 woad screw (NDS 2012,NDS 2015,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: F,,= 80,000 psi
Side member:PVC Main member:Spruce-Pine-Fir(G=0.42)
Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in
Side member dowel bearing strength: F�= 10,000 psi Main member dowel bearing strength: Fu„= 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 IIIA, Mode III, Mode IV
qm= 636.5 lbs/in qs= 1900 lbs/in A: 0.0005 A: 0.00066 A: 0.00092 A: 0.00105
P= 725.61 lbs P= 1900 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000
Ko= 2.400 Kc= 2.400 C: -681.799 C: -253.623 C: -521.824 C: -93.6
Zm 302 lbs Z,= 792 lbs P= 510 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
Ka= 2.400 P= 324 lbs P= 529 lbs P= 299 lbs
Min.Design value: Z= 125 lbs Z= 212 lbs Ko= 2.400 Ka= 2.400 Ka= 2.400
Duration Factor: Ca= 1.6 Z= 135 lbs Z= 221 lbs Z= 125 lbs
Allowable Design Value(ZCo): Z'= 199 lbs/anchor
Fastener type: 1/4 ITW Topcon Tabulated values
N.O.A.16-1222.06 edge spacing(!n)
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 Value: Z1.= 155 lbs/anchor(per interpolation when needed)
Fastener type: #10 Self tapping screw (Calculations per 2015 Aluminum Design Manual,section J.5.5)
Nominal screw diameter: D: 0.190 in Screw root area: Ar 0.0151 int
Actual edge distance: de: 1.085 in Screw shear ultimate strength: F,,, 54.0 ksi
Per table J3.2 of 2010 Steel Construction Manual 14th Edition
Side member material:Vinyl PVC Main member material: 6063-T5 aluminum
Thickness: t' 1.000 in Thickness: t2 0.052 in
Ultimate tensile strength: Fr„, 14 ksi Ultimate tensile strength: Fru2 22 ksi
Nominal strength per bearing(side member):Rn=20t,F, Rn1= 5320 lbs (Eq 3.5-12)
Nominal strength per bearing(main member):Rn=21)t2Fn2 Rn2= 435 lbs (Eq J.5-12)
Nominal strength per tilting:Rn=4.2(t23D)112Fn2 Rn= 478 lbs (Eq J.5-13)
Nominal screw shear strength:Rn=A,F,�/1.25 Rn= 654 lbs (Eq 3.5-14)
Safety factor: O= 3
Allowable shear and bearing capacity: Pm 145 lbs/anchor
Fastener type: 910 Self tapping screw (Calculations per AISI-5100-12,sections A2.3.2 and E4.3.1)
Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F,,, 54.0 ksi
Screw root area: A, 0.0151 int Per table J3.2 of 2010 Steel Construction Manual 14th Edition
Side member material: Vinyl PVC Main member material: Metal framing
Thickness: t, 1.000 in Thickness: to 0.(`"a
Ultimate tensile strength: Fw 14 ksi Ultimate tensile strength: F,
Nominal strength per tilting:Rn=4.2(t2'0)'/%2 Rn= 1001 lbs (Eq E4.3.1-1) ��� R, L 0
Nominal strength per bearing(side member): Rn=2.7DtiF�j Rnl= 7182 lbs (Eq E4.3.1-2 and-4) � � • •CC•A•�
Nominal strength per bearing(main member): Rn=2.7Di2F6�2 Rn2= 1280 lbs (Eq E4.3.1-3 and-5) vV• �G tiY s •�(p
•
Nominal screw shear strength: Rn=A,F,�/1.25 Rn= 654 lbs � • � � i
Safety factor: 0=3 *♦ 0
% 5
Allowable shear and bearing capacity: P� 218 lbs/anchor � • � •
Minimum anchor Capacity: 145 lbs/anchor
P TAT 0
Note:Anchors with the feast capacity is used for calculations to qualify anchors with higher capacity. �� • F • �`
10 Rld 0"*G� ``�
Luis R. Lomas P.E.
FL No.: 62514
1 of 4 10/10/2017
2
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer. Masonite
Lewisville.NC 27023 Report#: 514012A
434-688-0609 Date: 10/10/2017
r1lonnas�oirlomaspe.corn
Anchor calculations,minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
�Al� Area Load Ind. Max. Anchor
Al Zone Z O.C. Cap. Load Result
A2 I�I fI (ft)Az 79.25 (lbs) (in) (in) (Ibs) Q� (Ibs)
A A A, 2.3 138 N/A N/A 145 1 138 OK
I J AZ 7.7 463 6.00 21.00 145 5 93 OK
72.75 A3 7.7 463 N/A N/A 145 4 116 OK
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf
Area Load Ind. Max. Anchor
Al A4 A4 Al Zone O.C. Cap. Load Result
A2Y Y Y Y� (ft') obs) (in)
(lbs) QtyLoad
As ^ j 79.25 At 2.4 146 N/A N/A 145 2 73 OK
Al Aa Aa Al Az 7.9 473 6.00 21.00 145 5 95 OK
A3 7.8 468 N/A N/A 145 4 117 OK
147.75 A4 2.3 138 N/A N/A 145 1 138 1 OK
As 7.7 463 N/A N/A 145 4 116 OK
Anchor Locations:
Double door
36.38 36.38
6.00 TYP. 6.00 TYP. 18.19 TYP.
3.00 TYP.
I
6.00
18"
MAX
O.C.
79.25
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Luis R. Lomas P.E.
FL No.: 62514
2 of 4 10/10/2017
L. Roberto Lomas P.E.
1432 wood/Ord Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#. 514012A
434-688-0609 Date: 10/10/2017
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Double door with sidelites
37.50 36.38 36.38 - 37.50
18.75 TYP.
6.00 TYP. 6.00 TYP.J 18.19 TYP.
3.00 TYP.
6.00
18'
MAX
O.C.
79.25
6.00
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Luis R. Lomas P.E.
FL No.: 62514
3 of 4 10/10/2017
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L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514012A
434-688-0609 Date: 10/10/2017
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Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42
B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052"THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2"OR GREATER,BUCK SHALL BE SECURELY FASTENED TO
MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE.UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
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Luis R. Lomas P.E.
FL No.: 62514
4 of 4 10/10/2017