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6th EDITION-FLORIDA BUIL--DING--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 ZONE04 PRESSURES EXTERIOR ZONEOPRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN (SEE BELOW)
INSTRUCTIONS FOR TABLE USE:
2 Mean DESIGN PRESSURES(PSF)-Z E 4 Mean DESIGN PRESSURES(PSF)-ZO E 5 4 1. IDENTIFY THE ZONE OF THE OPENING!S3 IOR-(ZONE 4)OR EXTERIOR(ZONE 5)PER THE
ROOF Area of O enin $ Fr f Area of O enin S Ft URE BELOW LEFT OR INFOR OZ._V'P QVIDED TO O Y-THERS.
P g( q / Opening( q I.I. ANY QUESTIONABL OPE fdGiiOECONSI RD THE MORE CRITICAL(EXTERIOR)ZONE
Height 10 1 (2011 30 1 40 _ Ight 10 20 30 40 50 5
2. IDENTIFY THE BUILDING M A VE G F GT FROM THE LOWEST GROUND ELEVATION.IF
-46.4 - .4 -43.3 -42. 4 57.2 53.4 -51.1 49.5 -48.3 1 MEAN ROOF HEIGHT CANN yT L__ {f D,U Tr PEAK(HIGHEST)ROOF HEIGHT.
0-10 ft 6�_10 ft 2.1. ALWAYS ROUND UP 0 F EIG TO NE'' LE VALUE.
+42.7 _ +39.7 +38. 3 +42.7 +40.8 +39.7 +38.9 +38.3 /�2. VALID FOR ALL RO0 S E .FOR SLOP EE AN ENGINEER FOR REDUCTIONS.
15 ft -49'8 -47.7 46.5 -45.6 - 5-0 15 ft -61.4 -57.3 -54.9 -53.2 -51.8 \�/CALCULATE THE TRIBUTAR ARE E N'•ll ?TION AS THE GREATER EI (HEIGHT
+45. +43.8 +42.6 +41.7 +41.1 +45.9 +43.8 +42.6 +41.7 +41.1 WWW TH)OR THE SPAN LENGTH(HEIGHT) N E_ VE WIDTH OF 1/3 THE HEIGHT(HEIGHT /3).
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.
26 ft 26 ft READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY
+50.5 1 +48.2 +46.9 1 +45.9 +45.2 1 +50.5 1 +48.2 +46.9 1 +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 - _"w 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 +48.1 ' +46.3 ERAL NOTES:
4
36 ft -57.9 -55.5 -54.1 -53.1 -52.4 36 ft -71.5 -66.7 -63.9 - 1 TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10
+53.4 +51.0 +49.6 +48.6 +47.8 +53.4 +51.0 +49.6 + 4 ,$ 5 CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN.
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 S X2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS
40 ft 40 ft KHAN THE RATED LIMITING WIND VELOCITY ABOVE.
+54.4 +51.9 +50.5 +49.5 +48.7 +54.4 +51.9 +50.5 44 $ '3 TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA.
45 ft -60.2 -57.7 -56.3 -55.2 -54.4 45 ft -74.3 -69.3 -66.4 -64.3 6': 4.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.16)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.
S. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT.
+55.5 +53.0 +51.6 +50.5 +49.7 +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 B. 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 +51.5 +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��i•33F EO-HEREIN.
63.3 60.7 59.2 58. 57. -78.2 72.9 69.8 67.6 66.0 10. THIS SPECIFICATION DOES NOT.OE�R ANXdRRQDU- PPRR,V�p CERTIFICATION. REFER TO ANY SEPARATELY
60 ft +58.4 +55.7 +54.2 +53. 52. ft +58.4 +55.7 +54.2 +53.1 +52.3 SUBMITTED TEST CRITERIA AND OTHER 9. LS FOR ESIGry) INSTALLATION INFORMATION AND APPLICABILITY
OF THESE TABLE VALUES WHICH IS T. B'VE, I Ili ERS k ACCORDANCE WITH GOVERNING CODES.
11. ADHERE TO ALL LOCAL IMPACT kB N�NCES.
12. NO CERTIFICATION IS OFFERED O L- N EGRITY HE HOST STRUCTURE.
13. EXCEPT AS EXPRESSLY PROVIDEH` DDITI ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
INTERIOR ZONER, EXTERIOR HT EXPLAINED LEAST HORIZONTAL C(ALn
On;UM-MnZ
(n Z rA O
DIM
Mr m Z x 0.00�2x.+O -
-I
a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%OF M ROOF -PEAK ROOF =-ENSION mD6-21 v-Z-C-3--- 7a Z...I r-,fz
HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 5 m o t4 O 3 D1 x m �i m m X 0
HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN UESTION. ;Ino"D D z.0 m m C Z M En Z O
CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF _ - _ROOMEAF- --- 5 ®____-____________ __to z(n O D Z m in n'2_q m -i
-_- REQUIRED.- -- - ------ -_---- - rnp 0ani� -G1 Q° =--C�-- -- ---------- - ---- --
-- - - -MEAN 2 ---- - - - -- --EAVE -HEIGHT- - -- - _ - - --� 0-z-m m m y 3'- ^r A rn----'--' -i
a a ROOF ROOF D D 2- -n O"
Tt HEIGHT HEIGHT Lnn>o c:m m_G1 N mx n u3 O
50 orrlim n•oza_c1mDm D m
55 5� �G�OTOmO�zmr--I p C Z (/)
5 1 ® I S ® ® Z a�
a PLAN VIEW 4 DaD-p+=��'-��iu`,�� o � m Q rn
r.,-IzZrn OD•.50m m 0 D
a 0� COMPLEX \ 0T m u);O a z m r Z (n -n r
ELEVATION ISOMETRIC CORNERS 5 O p szu G o y o „ -4 " O .�
REMARKS DRWNCHKD DATE 6TH EDITION FLORIDA BUILDING CODE _ _ ENGIIVEER�IVG ADW 7T
rD- O [NIT ISSUE GSS TSB 03/05/12 z o o s mTz
m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 20 17 EXPRESS° j o z. a r_
z REV 2014 FBC DGM TSB 06/10115 o o a
E UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10 CHAPTER 30 CORPORATE OFFICE: z N m
z m 160 SW 12th AVENUE, SUITE 106 m n= z
I-� DESIGN LOADS FOR COMPONENTS &CLADDING m._
DEERFIELD BEACH, FL 33442 0 a
y V THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 S9 A 0 A
AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9888 z
o WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, m
N ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- 10 E:HELLO@ENGINEERINGEXPRESS.COM y°z in M m
p PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGIN EERING EXPRESS.CO M j W
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Florida Building Code Online
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BCIS Home Log In User Registration Hot Topics ' Submit Surcharge Stats&Facts -Publication's FBC Staff BCIS Site Map Links i Search [
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a^r USER:Public User
I
I Product Approval Menu>Product or Application Search>Annlication List>Application Detail
PV
I rtnw FL# FL22378-R2 I
1 _ ,L
Application Type Affirmation
Code Version 2017 ;
0 Application Status Approved
i
Comments
`s ,' ❑ Ii
<� Archived I
iI
Product Manufacturer Masonite International
�.; Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
(800) 663-3667,
r ro sschreiber@masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
I
- I
Category Exterior Doors
Subcategory Swinging Exterior DoorlAssemblies
I
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
< Validated By National Accreditation&-Management Institute
I
Referenced Standard and Year(of Standard) Standard Year
TAS 201 11994
TAS 202 1994
a TAS 203 1994
Equivalence of Product Standards
ti Certified By
DI affirm that there are'no changes in the new Florida Building
Code which affect my prroduct(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
e
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Florida Building Code Online j
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d7
Product Approval Method Method 1 Option A
qTg A
Date Submitted 12/01/2017 I
Date Validated 12/01/2017
t
Date Pending FBC Approval
a
Date Approved 12/06/2017
I
Summary of Products
FL# Model,Number or Name Description !
22378.1 Stormguard Fiberglass Side-Hinged 6'-8"Opaque I/S Single Door
Door Unit 1
Limits of Use Certification Agency Certificate
Approved for use in HVHZ.Yes FL22378 R2 C CAC NI007077.07 .Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
a ' Design Pressure: +60/-65 Installation Instr I ctions
Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FLO1170.)df
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
q pressures listed. 3'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports j
protective system is NOT required. See DWG-MA-FL0170 for FL22378 R2 AE 514010A.�df
anchor details and water performance where required. FL22378 R2 AE 514014A.pdf
Created by!Independent Third Party: Yes
a G° 22378.2 Stormguard Fiberglass Side-Hinged 6-8"Opaque O/S Single Door
Door Unit
Limits of Use Certification Agency Certificate
4 Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.07 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +60/-60 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 142 II FL0170.pdf
a� ? Building Code, including the High Velocity Hurricane Zone, and Verified Bye: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created bye Independent Third Party:
pressures listed. 3'-0"x 6-8"max nominal size. Hurricane Evaluation Reports.
„ protective system is NOT required. See DWG-MA-FLO170 for FL22378 R2 AE 514010A.�pdf
` anchor details and water performance where required. FL22378 R2 AE 5i'4014A.'pdf
Created by Independent Third Party: Yes
d=- F 22378.3 Stormguard Fiberglass Side-Hinged 6-8"Opaque I/S Single or Double Door w/or w/o Sidelites
Door Unit
phi ...-_....._ .... _.__ ........- -......
Limits of Use Certification Agericy Certificate
Approved for use in HVHZ:Yes FL22378 122 C CAC' NI007077.07 pdf
r Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
111 ,••` Design Pressure: +50.5/-50.5 Installation Instr'u'ctions
Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FL0170.pdf
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
pressures listed. 12'-0"x 6-8" max nominal size. Hurricane Evaluation Reports,
a protective system is NOT required. See DWG
-MA-FL0170 for FL22378 R2 AE 51.4008A.pdf
anchor details and water performance where required. FL22378 R2 AE 514012A:pdf
Created by Independent Third Party: Yes I
22378.4 Stormguard Fiberglass Side-Hinged 6-8"Opaque O/S Single or;Double Door w/or w/o Sidelites
Y I Door Unit `
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R2 C CAC. NI007077.07 .pdf
pyx Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
' Impact Resistant:Yes 12/31/202'0
Design Pressure: +55.0/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FL0170.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. Hurricane Evaluation Reports'
protective system is NOT required. See DWG-MA-FL0170 for FL22378 R2 4E 514008Alpdf
z� anchor details and water performance where required. FL22378 R2 AE 514012A:pdf
i
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Florida Building Code Online
I
"$ Created by Indepenldent Third Party: Yes
22378.5 1 Stormguard Fiberglass Side-Hinged 6-8" Impact Glazed I/S or O/S Single Door w/or w/o Sidelites j
Door Unit
+� .......
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes F1_22378 R2 C CAC NI007077.09 .odf I
Approved for use outside HVHZ:Yes Quality Assurance!Contract Expiration Date
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 FL672.1df
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: 1
pressures listed. 9'-0"x 6'-8" max nominal size. Hurricane Evaluation;Reports
re protective system is NOT required. See DWG-MA-FLO172 for FL22378 R2 AE 514008A.pdf
I' anchor details and water performance where required. FL22378 R2 AE 514012A.bddf
Created by Independent Third Party: Yes
22378.6 1 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazedl I/S Double Door w/or w/o Sidelites
4 Door Unit
` Limits of Use Certification Agency Certificate 1
Approved for use in HVHZ:Yes FL22378 R2 C CAG-NI007077.09 .rdf
W Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020I
Design Pressure: +50/-55 Installation Instr i ctions r
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
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 Reporis
protective system is NOT required. See DWG-MA-FLO172 for FL22378 R2 AE 514008A.pdf
"-; anchor details and water performance where required. F1_22378 R2 AE 5].4012A.pdf
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
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R2 C CA'CNI007077.09_pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 1
4 Impact Resistant:Yes 12/31/2020 1
Design Pressure: +55/-55 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 122 II FLO L72.odf
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
protective system is NOT required. See DWG-MA-FLO172 for FL22378 0 AE 5'114008A.oddf
anchor details and water performance where required. FL22378 R2 AE 514012A.Ddf
` Al, 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; NI007077.08 .Pdf
m Approved for use outside HVHZ:Yes Quality As'surancelContract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +60/-65 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida F1_22378 R2 II FC0171TDdf
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,
protective system is NOT required. See DWG-MA-FLO171 for FL22378 R2 AE 514009A.1df l
anchor details and water performance where required. FL22378 R2 AE Si14013A:pdf 1
Created by Independent Tfiird Party: Yes I
_
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 122 C CAC NI007077.08 .Ddf j
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020 I
Design Pressure: +60/-60 Installation Instru ctions
Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II F�0171.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 Tfiird Party:
L pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane Evaluation Reports
I
I
littp://www.floFidabuilding.org/pr/pr_app_dtl.aspx?para=n=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDoOZYpgvK4LaKGI VagYyND20w%3d%i 3d[1/16/2018 9:43:27 AM]
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