HomeMy WebLinkAboutProduct Approval 01/09/2018-12:07pm inteml VAProjects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\-Reference\2017 Windload Charts References\2017 b FBC WIND CHART.dwg
6th-EDITION FL-ORIDA-BUI-L-DING-CODE-(20-1-7) ASCE-7-10 --- WIND VELOCITY- 170 MPH- MRH <_60'
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING 72
EXPOSU RE C BASED ON Kd=0.85 t
ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT
INTERIOR ZONE4 PRESSURES 1 EXTERIOR ZONE( PRESSURES (SEE BELOW)
INSTRUCTIONS FOR TABLE USE:
2 Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean - DESIGN PRESSURES(PSF)-ZO E 5 4 - 1. IDENTIFY THE ZONE OF THE OPENING I IOR-(ZONE 4)OR EXTERIOR(ZONE 5)PER THE
Roof Tri utary Area(Sq F jf(g
bf Tributary Area(Sq Ft) 3 URE BELOW LEFT OR INFORM SO�7 P OV,[pED T• YO Y- THERS.
Height ht 1.1. ANY QUESTIONAB OPE TdC�IS_T0 BECONSID D THEMORE CRITICAL(EXTERIOR)ZONE
g 10 0 30 40 510 20 30 40 50 5• `"®
2.IDENTIFY THE BUILDING M A VERAG_ F T FROM THE LOWEST GROUND ELEVATION.IF
0-15 ft 41.0 39.3 -38.3 -37.I -50.6 -47.2 -45.2 -43.8 -42.7 MEAN ROOF HEIGHT CANN TE I D,U TH PEAK(HIGHEST)ROOF HEIGHT.
2.1. ALWAYS ROUND UP 0 F�EIG I TO ON LE VALUE.
+37.8 +36.1 +35.1 +34. 8 15 +37.8 +36.1 +35.1 +34.4 +33.8 7
2. VALID FOR ALL ROD S ES.FOR SLOPE EE AN ENGINEER FOR REDUCTIONS.
42.6 40.8 39.8 39.1 38. 52.6 49.0 47.0 45.5 44.4 CALCULATE THE TRIBUTAR R�� E_OP G IN o U '\TION AS THE GREATER OF(HEIGHT
18 ft 18 ft WIDTH)OR THE SPAN LENGTH(HEIGFI- ECzTWE WIDTH OF 1/3 THE HEIGHT(HEIGHT?/3).
+39.3 +37.5 +36.5 +35.7 +35.2 +39.3 +37,5 +36.5 +35.7 +35.2 3.1. USE THE AREA BETWEEN STRUCT L OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN
STRUCTURAL MULLS,COLUMNS,ETC.
20 ft -43'6 -41.7 -40.7 -39.9 -39.4 20 ft -53.8 -50.1 -48.0 -46.5 -45.4 3,2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST
+40.2 +37.3 +36.5 +36.0 +40.2 +38.3 +37.3 +36.5 +36.0 (10 SQUARE FEET)SHALL BE USED.
3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER
-45.7 -43.8 1 42.6 -41.9 -41.3 -56.4 -52.6 -50.3 -48.8 -47.5 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
25 ft 25 ft QREAD OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY
+42.1 +40.2 +39.1 +38.3 1 +37.7 +42.1 1 +40.2 +39.1 1 +38.3 +37.7 IN ACCORDANCE WITH CODE.
47.4 44.3 43.5 42.9 -58.6 54.6 52.3 50.7 49.4 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF
1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
30 ft +43.7 +41.8 +40.6 +39.8 +39.2 30 ft +43.7 +41.8 +40.6 3J 3�.2 GENERAL NOTES:
-49.0 -47.0 -45.8 -44.9 -44.3 -60.5 -56.4 -54.02- TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10
35 ft 35 ft L N'1 5 MON 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN.
+45.2 +43.1 +42.0 +41.1 +40.5 +45.2 +43.1 +42.0 710WL6,
DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED.
RST CASE'C40 ft -50.4 -48.3 -47.1 -46.2 -45.5 40 ft -62.2 -58.0 -55.6 3. 2.51. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS
+46.5 +44.4 +43.1 +42.3 +41.6 +46.5 +44.4 +43.1HAN THE RATED LIMITING WIND VELOCITY ABOVE.
_ TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY,NO HILLS SHALL BE NEARBY AREA.
-51.7 -49.5 -48.3 -47.4 -46.7 -63.8 -59.5 -57.0 -55.2 X53. .INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.
45 ft +47.6 +45.5 +44.2 +43.3 +42.6 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 S. VERIFY USE OF KA
HVHZ=HIGH VELOCITY HURRICANE FACTOR)WITH LOCAL BUILDING DEPARTMENT.
52.8 50.6 49.3 48.4 47.7 65.2 60.8 58.3 56.4 -55.0 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT.
50 ft +48.7 +46.5 +45.2 +44.3 +43.6 50 ft +48.7 +46.5 +45.2 +44.3 +43.6 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED
OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS.
-53.9 -51.7 -50.3 -49.4 -48.7 -66.5 -62.1 -59.4 -57.6 -56.1 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE
55 ft CORRESPONDINGTABLES AND COEFFICIENTS
+49.7 +47.4 +46.1 +45.2 +44.5 55 ft +49.7 +47.4 +46.1 +45.2 +44.5 DICTATED ANDVERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR
60 ft -54.9 -52.6 -51.3 -50.3--49.6 67.8 -63.2 -60.5 -58.6 -57.2 APPLICABILITY OF THE USE OF THESE TABLES IS��•TTFF� ED-HEREIN.
10. THIS SPECIFICATION DOES NO Tr-ECFR-ANYdPRODU- ��AA�VFFDD CERTIFICATION. REFER TO ANY SEPARATELY
+50.6 +48.3 +47.0 +46. "-4 , +50.6 +48.3 +47.0 +46.0 +45.3 SUBMITTED TEST CRITERIA AND OTH R A Rt). LS FOR*ESI-iNJ STALLATION INFORMATION AND APPLICABILITY
OF THESE TABLE VALUES WHICH IST B 4 1. . N/ACCORDANCE WITH GOVERNING CODES.
11. ADHERE TO ALL LOCAL IMPACT R ECTIO - �•-F fN'ANCES.
12. NO CERTIFICATION IS OFFERED O �� GRITY THI=HOST STRUCTURE.
13. EXCEPT AS EXPRESSLY PROVID '@REiN�N'OL DDIT NAI ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
INTERIOR ZONE(4), EXTERIOR -N- 8• EI HT EXPLAINED LEAST HORIZONTAL G=En m U)Z In o T 11-H v, -
mmzm0H00_mm: 0
G1 .
DIMENSION m> m 0 A m""m 0
a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%OF-MMM-ROOF PEAK ROOF Z^�o a C m, �^z Z z--t4 � �z
HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 5 =m o G)O 3->i__,.-ni.nim 171 X
HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. (n m O D D m- >m U)C Z N [n z
CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN O N umi Z i �'�>m n m O X
REQUIRED. ROOF 2 5 4 m�Z`O n z m�;k;v 0 i C)
MEAN EAVE HEIGHT 0 z m m 1 3>m m O M H
a a ROOF ROOF \ '' �n>>z0_Oyz.m H O D
)--t HEIGHT HEIGHT -Z -4
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S ® 5 ® 4 PLAN VIEW\ ® G->iz�M.0y4mcm m x rm Ill
a 5 5� COMPLEX \ �z inm°m-�z-"A'� cn -n Z D
ELEVATION
ISOMETRIC CORNERS 5 O n aP y o o �, o v
O o REMARKS DRWNCHKD DATE 6TH EDITION FLORIDA BUILDING CODE ENGINEERING Twp° o mm
D O INIT ISSUE GSS TSB 03/05/12 '- o-rl
m 3 REV-ADJUSTED HEIGHTS GSS EFLB
04/09/12 20 17 EXPRESS° °°0 '-' 0
REV 2014 FBC DGM 06/10/15 ;0 z- ��� r
UPDATES,2017 FBC FLB 12/17 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: Z w 1m
u z m 160 SW 12th AVENUE, SUITE 106 $m >
I DESIGN LOADS FOR COMPONENTS&CLADDING I n
V z DEERFIELD BEACH, FL 33442 m
1 GI THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 o pv
AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 m,i �+ O
IF O x WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, m Fy
TADDITIONS,OR OTHER MARKINGS TO E:HELLO@ENGINEERINGEXPRESS.COM p
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PERMITTED AND IWALID TE OURCERTIF CATION.DOCUMENT ARE NOT ASCE 7- 10 m
o ENGINEERINGEXPRESS.COM
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Product Approval
4UUSER:Public User
Product Aomoval Menu>Product or Aoolication Search>Application List>Application Detail
a FL# FL22513-R2
Application Type Revision
-� Code Version 2017
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
X �
t Comments
Archived
W P
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago, IL 60185
(800) 663-3667
sschreiber@masonite.com
q
Authorized Signature Steve Schreiber
sschreiber@masonite.com
E�
Technical Representative
Address/Phone/Email
" = Quality Assurance Representative
& Address/Phone/Email
Category Exterior Doors
o d e
Subcategory Swinging Exterior Door Assemblies
rig ...
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
Al
Equivalence of Product Standards
Certified By
� 5 tis✓` �
nr z
c
°' Product Approval Method Method 1 Option A
77-7-777=-
. '
Date Submitted 04/16/2018
Date Validated 04/18/2018
Date Pending FBC Approval
Date Approved 04/24/2018
`w #ry§; Summary of:Products -
FL# Model, nib' or Narrie�: Description
:a 22513.1 HPC Wood-edge Steel Side-Hinged 6'-8"Glazed I/S or O/S Single or Double Door w/or w/o
- Door Unit Sidelites
4 Limits of Use Certification Agency Certificate
r
Approved for use in HVHZ: Yes FL22513 R2 C CAC N1013747,01-R1.Rdf
�Gv Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2021
Design Pressure: +50/-50 Installation Instructions
r
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0212.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 6'-8" max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system is required. FL22513 R2 AE 514008.pdf
Door top rails stamped "HPC". See DWG-MA-FL0212 for details. Created by Independent Third Party: Yes
122513.2 Wood-edge.Steel Side-Hinged Door 8'-0"Opaque I/S or O/S Single Door Unit
Unit
Limits of Use Certification Agency Certificate
I Approved for use in HVHZ:Yes Fl 513 R AC N101 3747.04.ndf
x ? Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
WA Impact Resistant:Yes 06/30/2021
Design Pressure: +70/-70 Installation Instructions
Other: Evaluated for use in locationsadheringto the Florida FL22513 R2 II FL0215.pdf
x
i Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
j ;where pressure requirements do not exceed the design Created by Independent Third Party:
i
i pressures listed. 3'-0"x 8'-0" max nominal size. When impact Evaluation Reports
fm resistance is required, hurricane.protective system not• FL22513 R2 AE 514009.12df
required. See DWG-MA-FL0215 for details. Created by Independent Third Party: Yes
22513.3 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL2.257.3 R2 C CAC NI013747.04.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
I Impact Resistant:Yes 06/30/2021
ts
Design Pressure: +45/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.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. When impact Evaluation Reports
resistance is required, hurricane protective system not required FL22513 R2 AE 514007.odf
on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes
DWG-MA-FL0215 for details.
a a N
`V'I --
K ap
122513.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites
F Unit
Limits of Use Certification Agency Certificate
= Approved for use in HVHZ:Yes FL22513 R2 C CAC'NI013747.04.pdf
z f; Approved for use outside HVHZ:Yes
I.� Quality Assurance Contract Expiration Date
p r Impact Resistant: Yes 06/30/2021
r Design Pressure: +50/-45, Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.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.When impact Evaluation Reports
£> resistance is required, hurricane protective system not required FL22513 R2 AE 514007,pdf
on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes
DWG-MA-FL0215 for details.'
22513.5 Wood-edge Steel Side-Hinged Door 8'-0" 3/4-Lite Glazed I/S or O/S Single or Double Door w/or
' Unit w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.06.pdf
i '
.................t,�.,.............
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2021
Design Pressure: +40/-40 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0217.12df
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:
a, pressures listed. 12'-0" x 8'-0" max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system is required. FL22513 R2 AE 514007.{Ldf
,A See DWG-MA-FL0217 for details. Created by Independent Third Party: Yes
22513.6 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single Door
I Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747-R1 Dddf
� � Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021yk
i
Design Pressure: +70/-70 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II F1_0211.pdf
F X 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: j
r, pressures listed. 3'-0"x 6'-8" max,nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system not FL22513`R2 AE 514010.ndf
required. See DWG-MA-FL0211 for details. Created.by Independent Third Party: Yes
,
22513.7 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single or Double Door w/or w/o
Unit Sidelites
¢ _ Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC N1013747-Rl.rdf
Approved for use outside HVHZ;Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 06/30/2021
Design Pressure: +55/-55 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0211.pdf
m 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 s pressures listed. 12'-0" x 6'-8" max nominal size. When impact Evaluation Reports
4 i resistance is required, hurricane protective system not required FU2513 R2 AE 514008.pdf
on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes
N DWG-MA-FLO211 for details.
• -122513.8 Wood-edge Steel Side-Hinged Door 6-8" 3/4-Lite GlazedI/S or O/S Single or Double Door w/or
1 I Unit w/o Sidelites
Limits of Use Certification Agency Certificate
' Approved for use in HVHZ:Yes FL22513 R2 G CAC NI013747.03-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2021
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0214.Ddf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
3 where pressure requirements do not exceed the design 'Created by Independent Third Party:
' pressures listed. 12'-0"x 6'-8" max nominal size.When impact Evaluation Reports
resistance is required, hurricane protective system is required. FL22513 R2 AE'514008.pdf
s z .See DWG-MA-FL0214 for details.. Created by Independent Third Party: Yes
� 1 Fra
6
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
" P �aa 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:
Credit Card
Safe
- -- -- - -----
NOTICE OF PRODUCT CERTIFICATION `
CER'rypj� .t
Company: Masonite International Corporation Certification No.: N1013747-B1
I p
°�•° Q`'7,� y 1955 Powis Road Certification Date: 06/08/2017
West Chicago, IL 60185 Expiration Date: 06/30/2021
;.� Revision Date: 04/13/2018
v � A Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites
� ,lntN� (w/Wood Frame unless noted)
Specification: TAS 201/202/203-94
Impact: Large Missile Impact Rated Non-Impact Glazing: Insulating Glass (Tempered)
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Nanricertitication.com. NAMI's Certification Pro Tram 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&
TMM
X lis Opaque 3'0"x 6'8" +70/-70 0.0 psf Yes ATLNC 1001.01-13
Single Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-NIA-FL021 1-17
Single 4.5 psf Maximurn Panel Size:3'0"x 6'8-
7.50 sf�-4
Anchor Derails-DWG-,1,,IA-FL021 1-1 7
XX I/S Opaque 6'0"x 6'8" +55/-55 0 psf Yes NCTL-210-2930-1
Double Maximums Panel Size:3'0"x 6'8"
Anchor Derails-DWG-MA-FL021 1-17
XX O/S Opaque 6'0"x 6'8" +551'-55 3.0 psfl Yes NCTL-210-2930-1
Double 4.5 psf Maximum Panel Size:3'0"x 6'8"
7.50sf AnchorDetails-DWG-MA-F-L0211-17
XO/OX I/S Opaque Door 6'0"x 6'8" -1-55/-55 0 psf Door-Yes NC-FL-210-2930-1
Single W/Siclelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWCj-t%lA-FL021 I-17
XO/OX O/S Opaque Door 6'0"x 6'8" +551'-55 3.0 psfl Door-Yes NCTL-210-2930-1
Single w/Sidelite Glazed Sidelite 4.5 psfSidelite-No \laximum Panel Size:3'0".x 6'8"/Sidelite:3'0"x 6'8"
7.50psf' Anchor Details-DWG-MA-FL0211-17
OXO I/S Opaque Door 910"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2930-1
Single w/Sidelites Glazed Sidelite Sidelites-No h9axinuuu Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL021 I-17
OXO O/S Opaque Door 9'0"x 6'8" +55.'-5.5 3.0 psf' Door-Yes NCTL-210-2930-1
Sin.;lc w/Sidelites Glazed Side]ite 4.5 psf' Sidelites-No Maxmmm Panel Size:3'0"x 6'8"/Sidelite:310"x G3"
7.50psf' Anchor Details-DWG-MA-171_0211-17
OXXO I/S Opaque Door 12'4"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2930-1
Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"%Sidelite:3'0"x 6'3"
Anchor Details-DWG-11MA-FL021 1-17
OXXO O/S Opaque Door 12'4"x 6'8" +55/-55 3.0 psfl Door-Yes NC'T1--210-2930-1
Double xv/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size:3'0"x 6'3";`Sidelite:3'u"'6'8"
7.50 psf'
Anchor Details-IMI-MA-FL0211-17
1-Denoles Bumper Ourswing Threshold 2-Denotes z-Series Oulswing Threshold 3-Hi-Dann Oulsvving Threshold 4-11ro'1.4•Threshold 5-11P Oulswing Threshold
National Accreditation & Management Institute, l.ne./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
h1MASONITE. - 149'MAX. OVERALL FRAME WIDTH Q �0_
WOOD-EDGE STEEL DOOR UNIT 21' MAX 36.375" MAX. J <Z
-
--D.L.O. -PANEL WIDTH- 37.5" MAX. Q Q
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL I FRAME WIDTH p Q�_1
O
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING T
THE FLORIDA BUILDING CODE AND WHERE PRESSURE, 1W- �U
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z S
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, U
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ILu
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON m N O ~
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. A
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, OLli
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED
ON PANELS WITH NON-IMPACT GLASS. -
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. � a
5. PLASTICS TESTING: �„o
TEST DESCRIPTION DESIGNATION LITE FRAME "o 2 a
SELF IGNITION TEMP ASTM D1929 1 842 'F > 650
RATE OF BURNING ASTM D6351.28 IN MIN m Lm
SMOKE DENSITY ASTM D2843 70.2% m
TENSILE STRENGTH- ASTM D638 1.8% DIFF
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING s l i o
4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT W SIDELITES ol•
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SINGLE DOOR UNI 7 DOUBLE DOOR UNIT jygLE 2QOR UNIT SINGLE DOOR UNIT SINGLE D)0R UNIL IN _ES DOUBLE DOOR UNIT W/SIDELITES
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WHERE WATER INFILTRATION PERFORMANCE IS v
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
OUTSWING INSWING 1 BUMPER 0 S Z-SERIES 0/S HIGH DAM 0 S T4 0 5 HP BUMP 0 S
X 37.5°T +70.0 -70.0 +70.0 -70.0 N A +20.0 -20.0 +30.0 -30.0
0 . +50.0 N A-50.0 +5
5.00 55.00 NA +20.0 -20.0 +.+55 55 . 0.0
-50.0 z
OX or XO 75 ;+5 - N +20.0 -20.0 +30.0 -30.0 N/A
0X0 112.5 +55.0 4 -55. +55.0 4 -55.0 A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0
OXXO 149 +55.0 -55.0 +55.0 -55.0 N A +20.0 -20.0 +30.0 / -30.0 +50.0 -50.0 N A N A DATE 5126117
j SCALE: N.T.S.
TABLE OF CONTENTS Adden"tDNffl F" T DWG.BY: SIMS
CHK.Bf:
HEEi DESCRIPTION G9IMIORND•:u�LQ12 KURT BALTHAZOR DRAWING NO.:
1 TYPICAL ELEVATIONS & GENERAL NOTES FLORIDA P.E. DWG-MA-FL0211-17
2 ANCHORING LOCATIONS & DETAILS #565333 ANCHORING LOCATIONS & DETAILS SHEET 1 GF 3
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ASTRAGAL RETAINER BOLT HOLE
8 x 2" #10 x 5/8" ® MUST BE DRILLED THROUGH o
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STRUCTURE DEEP ENOUGH =
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DATE: 5 Z6 17
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1.482" 1.75"2� 1.047" 1.437" M ,Tr: SINS
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HARDWARE SCHEDULE a
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1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND ,3„m
SERIES 980 GRADE 1 DEADLOCK HARDWARE .TO BE INSTALLED
AT 5-1/2" CENTERLINE. o
ATTACHMENT DETAIL 1.25 -- 2. 4" X 4" FULL MORTISE BUTT HINGES. o
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN > t.�— cn
MAX 1"x1/2" CORRUGATED 10X2" WOOD SCREW
SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" FROM EACH END 6" FROM EACH END = En
(FLORIDA #62514) WITH THE LOWEST (LEAST) AND 7" OC AND 12" OC r—
Z
CL—I (
FASTENER RATING FROM THE DIFFERENT FASTENERS W 9
BEING CONSIDERED FOR USE. JAMB, HEAD, AND ACRY
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK
#10 WOOD SCREWS OR 1/4 TAPCONS. A PHYSICAL TYPICAL MASONRY ACRYLIC
SHIM MUST BE PLACED AT EACH ANCHOR ANCHOR INSTALLATION CAULK Iti
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LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". �o
WOOD SCREW EDGE DISTANCE MIN 3/4". ,
•;' COMBINATION WOOD COMBINATION WOOD
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" MULLION (BOXED) MULLION (BOXED)
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN = 0.25"
—MAX (3) //jj1OX2-1/2" ¢z
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM WOOD SCREWS
MINIMUM EMBEDMENT OF 1-1/4". I EACH END AddW=t*W)A
CL— �— DATE: 5126117
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3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ;� ® �gy - scu.E: N.T.S.
TRANSFER LOADS TO STRUCTURE. .x DWG.BY: Sws
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ® ® CHK.BY:
TYPICAL WOOD BUCK
ANCHOR INSTALLATION DRAWING NO.:
INTEGRAL WOOD DWG-MA-FL0211-17
MULLION (CHS)
SHEET 3 OF 3
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010
j 434-688-0609 Date: 05/01/2017
rllonlaS t7Jrlomaspe.COm
Test Report: N/A
Product: Single door 3'x 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/a 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: Or: 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(6=0.50) Main member: Spruce-Pine-Fir(G=0.42)
Side member thickness: t,= 1.000 in Main member thickness: %= 1.500 in
Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: Fe,= 3,350 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: I,= 1.140 in
Mode I. Mode I, Mode II Mode III, Mode III, Mode IV
qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014
P= 725.61 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000
KD= 2.400 KD= 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 Mm= 46.8 in-lbs
KD= 2.400 P= 297 lbs P= 319 lbs p= 263 lbs
Min.Design value: Z= 110 lbs Z= 138 lbs Ko= 2.400 KD= 2.400 KD= 2.400
Duration Factor: CD= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value(ZCD): Z'= 175 lbs/anchor
Solid members w/&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: Or: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Frb= 80,000 psi
Side member: Douglas Fir-Larch(G=0.50) Main member: Steel strap/clip
Side member thickness: t,= 1.000 in Main member thickness: t,= 0.048 in
Side member dowel bearing strength: Fe,= 4,650 psi Main member dowel bearing strength: Fem= 61,850 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Im= 1.140 in
Mode Im Mode I, 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
P= 13397 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000
KD= 2.400 KD= 2.400 C: -4038.9 C: -3864.9 C: -267.7 C: -93.6
Z,= 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 Ko= 2.400 KD= 2.400 KD= 2.400
Duration Factor: C'= 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs
Allowable Desi n Value=0: -
Fastener type: 1/4"ITW Topcon 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 lbsR
Spacing: 2.00 in Tabulated shear design value: Z= 164 lbs `���J�S • .�• /�!////
Actual spacing: 3.00 in Reduction factor: 0.91 `� ••\C E N (p
Allowable Design Value(ZfAO: Z.. 155 lbs/anchor ` �• •
Minimum anchor ca aci : 155 lbs/anchor .�, • •
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Tar OF
Anchor calculations,minimum required anchors % • Q` •-�(/`
36.38 Design pressure: 85.0 psf .5" " • 1ORI • ��
Area Load Ind. Max. Anchor ,S�oAf��
pt Zone z O.C. Cap. Load Result ll tV
Y� 79.25 (ft) (lbs) (in) (in) (lbs) Q (lbs) /11 I I(I l,,`
A, 2.3 195 N/A N/A 155 2 98 OK Luis R. Lomas P.E.
At AZ 7.7 656 6.00 18.00 155 5 131 OK
FL No.: 62514
1 of 2 5/2/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
i Lewisville,NC 27023 Report#: 514010
434-688-0609 Date: 05/01/2017
rIIomas(5)Irlomaspe.com
Anchor Locations:
36.38
i
18.19
6.00 TYP. 6.00 TYP.
6.00
13.45
MAX.O.C.
79.25
6.00
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 3/16"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. \�N��5 R•: L(}�����
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. �� •• GEN ••q
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI ` �• �� s,�(� .(
.052"THICK MINIMUM • ADAf
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6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE ,`.� *• C' `J' •#
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. ��• A
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TAT OF •�—
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Luis R. Lomas P.E.
FL No.: 62514
2 of 2 5/2/2017