HomeMy WebLinkAboutPRODUCT APPROVAL ROOF DECKI
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'Product AopMM§LMenu > Product or Ap" pli,cation Search > Appiica o 'Is > AppReation,Detall
® FL• # FL9555=R4
Application -type. R Vision, .
Code Version' 2017
;Application'Status> i Approved'
Comrnents
,Archived. -I
Product Manufacturer. NION CORRUGATING, COMPANY
Address/Phone/Email. 701 S. KING ST.,
FPYETTEVILLE; NC 28301
(910)'483-.0479 Ext256
tieby@unloncorrugating.com
Authorized Signature John Stieb-
jstieby@unioncorrugating.corh
Technical, Representative,
Address/Phone/Email
Quality Assurance; Representative
Address/Phone/Email
Category Structural Components
Subcategory Roof Deck
Compliance.Method Evaluation Report'from a Florida Redistered Architect or a Licensed Florida
Professional Engineer,'
-' y
.Evaluation Report Hardcop .Received
Florida. Engineer or Architect,Name who developed-. _ Bala Sockalingam
the.Evaluation. Report
Florida License PIE-62240
Quality Assurance Entity . Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 0II9/07/2027' .. .
Validated By Yoosef Lavt P.E.
Validation Checklist- Ha_ rdcopy Received
I
Certificate of Independence FL9555_R4_COI_ CertificateIndeoendence.pdf'
Referenced Standard and Year of Standard) ) Standard Year
ASTM E1592 2005'
FM 4470, 2012
Equivalence of Product Standards
Certified By
f.
Sections from the Code .
i
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I
3/29/20iB
Product Approval- Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved,
�1. , - -
Florida Building Code Online
Melthod 1 Option D
08/23/2017•
08%28/201T
'09/09/2017
12 12/2017
$utnrnhry of,Products..
FL.#
Model,; Number or Name
Description-
9555,1
SV Panel
29 ga., 24"'wide, through fastened.panel over wood supports
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL9555 R4 'II' EvaluationReportC2172 1.pdf.
Approved for use- outside HVHZ: Yes
'Venfled'Byi Bala Sockalingam PE'62240'
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure:.+N/A%-70.25,
Other: Uplift road of 70.29 psf @ support spacing oIf 2.4°
o.c..
Evaluation.Reports
FL9555 R4 AB EvaluationReportQf72 i pdf
Created by Independent Third Party: Yes
9555.2
MasterRib Panel .
26 ga ; 36" wlde; through fastened' panel over steel supports
Limits of Use,
Installation Instructions
Approved for use, in HVHZ: No
FL9555 R4 II. EvaluationReporfC2172.2.pdf.
Approved for -use outside HVHZ: Yes
Verified�By: Bala Sockalingam PE 62240.
Impact Resistant: N/A
Created by Independent Third Party:,Yes
Design Pressure:'+N/A/-47.2'
Evaluation Reports
Other: ,Uplift load of 47.2 psf @ s_upport spacing of 60"
o.c_.
FL9555 ;R4 :AE EValuatlonReportC2172 2.pdf.
Created by. Independent Third -Pq ty:.Yes
9$55.3
MasterRib Panel.
'29 ga., 31W wide, through fastened panel over steel supports
Limits of Use
Installation Instructions
Approved for use in HVHZ: ,No
01_9555 R4 IT EvaluationRe0drtC2172 3.Ddf
Approved for use outside HVHZ: Yes,
",
Verified By:, Bala Sockalin jam PE 62240 .
Impact Resistant: N/A
Created by. Independent.Th'ird Party; Yes .
Design. Pressure: +27.1/ 37.7
Evaluation Reports
Other: Design load.of 27.1 & -37.7 psf at support spacl
48" o.c,
g of
r
FL9555• R4..AE EValuatlonReportC2172 adLdf,-
Created by' Independent. Third Party: Yes
9555.4.
Masteift Panel
29 ga., 36>" wide, through fastened panel'over wood supports.
Limits of Use
Installation Instructions
Approved for use in HVHZ:'Noo
FL9555 0- II EvaluationReportC2172 4.pdf
Approved for use outside HVH.Z:,Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by •Independent'Third Party: Yes
Design Pressure: +27.1/-36.2
Other: Design load of 27.1 & -36 2 psf at support spacing of
Evaluation Reports
FL9555R4 'AE- EvaluationReportC2172. -4 pdfi
48" o.c.
Created by Independent Third Party: Yes:
9555's
MasterRib Panel
'29 ga., 36 wide, through fastened panel over nom. 1" x 4"
wood supports .
Limits of Use
Installation Instructions -
Approved for use In HVHZ: -No,
Approved for use outside HVHZ: Yes
FL9555' R4.II'EvaluaElonReportC2172-5.odj
Verified By: Bala Sockalingam PE 62240
Impact, Resistant: N/A
Created by, Independent Third. Party: Yes
Design Pressure: +N/A/=138.9
Evaluation. Reports
Other: Uplift load of 138.9 psf @ support spacing of 24" o.c.
FL9555 R4 AE ;EyaIuati6nReRad]Q 72 5.Zf.
Created by.Independent Third Party: Yes
9555.6
PBR Panel
Min. 26 ga.; 36" wide,' through fastened. roof panel over open
steel. supports
Limits of Use
Installation Instruction's
Approved for use in HVHZ: No,
FL9555 R4 II EvaluatlonReportC2172:-6.p_df
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +96/-163
Other: Design.loads of 96 & =163 psf at support spacing of
Evaluation Reports
171_9555 R4-M' EvaluationReportC2172 6.pdf
20" o.c.
Created by Independent Third. Party: Yes
Bacic Next
Contact Us :: 2601,Blalr Stone'Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. !Q�qy_ght 2007-2013 State of Florida, :: Prlvaar Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do'not wani Your a -mall address'rekased In response to a public -records request, do not.send electronic
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3/29/2018 Pjorida Building Code.Online
mall to this entity. Instead; contact the office by phone or by traditional mall. If you have any questions, please contact 050AS7.1395. *.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 eail address If they have
one. The emalls 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, FS.,
i'please dick here .
productApproval Accepts:
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i
EVALUATION REPORT OF
UNION CORRUGATING COMPANY
! `26 GA. MASTERRIB PANELI)
,
' OVER STEEL SUPPORTS
011
FLORIDA BUILDING CODE 6TII EDITION (2011)
FLORIDA-PRODUCT APPROVAL -
FL 9555.2-R4
STRUCTURAL COMPONENTS
ROOF DECK.
j Prepared For:
I Union Corrugating Company .
j 701 S. King St:
i Fayetteville,. NC.28301
Telephone: (910483-0479
f Fax:, .(910) 483-1091
f Prepared4l
f Bala Sockalingam; Ph_.D.; P.E.-
Florida Professional Engineer #62240
1216 N Lansing Ave., Suite C
Tulsa, OK 74106.
:Telephones (918) 491-5992.
FAX: (866) 3 6-1543
i
i
This report consists of
Evaluation Report (3 Pages, including cover)
Installation Details (1 Page)
Load Span Table (1 Page)
0s°e°a°KALI v e�'B�e,
I
moo. 5. °Ei� s F `•,Yf �9
•
G
622 p
� � :
No. .
ewe
: LU
Report No. C2172-2
m. }c of : W
Date:-8.20.2017
.•SgOAN
�t
<'' . 2a , 2G l'Z
FL 9555.2-R4
C2172-2
8.20.2017
Page 2 of 3.
Manufacturer: Union Corrugating Company
Product Name: MasterRib Panel
Panel Description: 36" wide coverage. with 3/4"
high, ribs at 9" o.c..
Materials: Minimum 26 ga., 80 ksiIsteel.
Galvamized.:coated steel (ASTM.A653)
or .Galvalume coated st
el: (ASTM A792) .or painted- steel (AST1V1
A755),.
Support -Description: Min 16 ga.;.59 ksi steel.
(Must be designed by others)
Slope:,. 11212. or greater in accordance
with FBC 2017 Section 1507.4.2
Design.Uplifft Pressure: 47.1Zpsf @ maximum support,
spacing of 60" o:c.-
(Faetor of Safety = 2)
Support -Attachment: #12-14 x.1" long self -drilling
At end supports @ 3.5"-5.5"-3:5" o.c. across,
screws with;washers
panel width
At intermediate supports @ 9" o.c. across panel width
Sidelap,Attachment: %a"-14 x 7/8" long 'SDS
ith washer @ 30" o,c.
Test Standards: -Roof assembly tested in accordance with, ASTM, E1592-01 `Test
Method_.for Structural Performance of Sheet Metal Roof and 'Siding
Systems by Uniform Static Air Pressure ,Difference' and, FM 4470
Section 5:5 `Resistance to Foot Traffic'.
TestBquivalency: 'The test.procedure in ASTM E1592=01 comply: with test procedure
prescribed in AST&l El5,92-05(2012).
Thetest procedure in_ FM 4470 (1.992) -comply .with test procedure
prescribed in FM 4470 (2012):
Code: Compliance: The ,product described herein has demonstrated compliance with FBC
2017 Section 1507.4.
Product Limitations: Design wind Toads shall be determined for each project in accordance
with FBC 201T SectionI 1609 or AS.CE 7-10 using allowable stress
design. The maximum ' support spacing listed 'herein-. shall not be
exceeded. The design uplift pressure for reduced support spacing may.
be .computed using rational analysis prepared by a Florida Professional
Engineer or based. on Union Corrugating load span table:. This product
is not approved for use, 'in the High ' Velocity Hurricane. Zone. Fire
classification is -not within scope of this Evaluation Report. Refer to
FBC 2017 Section 1505 and. current approved roofing materials
directory for fire ratings of this product.
FL 9555.2-R4
C2172-2
8.20.20`17
Page 3 of 3
Supporting Docuirients: ASTM E1592, Test Reports
Farabaugh Engineering m TestingInc:
Project No.-T163-06, Reporting Date 6/7/06
FM 4470 Test Report
ENCON Technology Inc;
C1583-2; Reporting.Date.7/24/08
i
,I
INTERIOR SUPPORTS
MIN 16 GA: STEEL -
(DESIGNED BY OTHERS)
END SUPPORTS
MIN 16 GA. STEEL -
(DESIGNED BY OTHERS)
MASTERRIB
PANEL
MIN 16 GA. STEEL
(DESIGNED BY OTHERS)
PANEL FASTENER
® 9" O.C.
PANEL FASTENER
3.5"-5.5"-3.5" O.C.
SEE PANEL. SIDELAP SIDELAP 'FASTENER'
DETAIL ®.30 "D.C.O.C.' •MASTERRIB \ -
PANEL
MASTERRIB
PANEL
TYPICAL PANEL- 'INSTALLATION, X=SECTION
PANEL FASTENER,
® 9 .O.C:.
SIDELAP FASTENER
® 30" O.C.
SIDELAP`FASTENER
® 36" O.C:
PANEL 'FASTENER
O.C.
- - ---._ _MAX 60"O.C. --- - -- — � - - -
(SEE LOAD.•SPAN TABLE FOR
.ALLOWABLE LOADS AND SPANS)
SECTION VIEW.
•GENERAL NOTES:
'I. ROOF PANEL HAS BEEN DESIGNED' IN ACCORDANCE WITH THE FLORIDA.
SIDELAP FASTENER MASTERRIB
PANEL.
BUILDING •CODE (FBC).
2. ROOF PANELS SHALL BE 26 GA. (t.= 0.017"). EFFECTIVE',COVERING'WIDTH
1/4"-14 SOS WITH
OF PANEL = 36".
WASHER ®30` O.C.
PANEL FASTENER
z.1. LONG,
3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS'SPECIRED ON THIS
E12-14
S WITH WASHER
DRAWING.
4. REQUIRED. DESIGN WIND LOADS, SHALL BE DETERMINED. FOR EACH :PROJECT.
THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN_
WIND LOADS•ARE GREATER THAN THE ALLOWABLE DESIGN LOADS.
S. ALL FASTENERS' MUST BE IN ACCORDANCE WITH THIS 'DRAWING & THE FLORIDA
MIN 16 GA. STEEL
BUILDING -CODE. IF, 'A,DIFFERENCE, -OCCURS BETWEEN THE MINIMUM
BY
REQUIREMENTS OF THIS DRAWING & THE CODE. THE CODE SHALL CONTROL.
(DESIGNED .OTHERS)
6. SUPPORTS MUST 'BE DESIGNED TO WITHSTAND WIND LOADS AS 'REQUIRED
,PANEL
'SIDELAP
REQUIRED -FOR EACH APPLICATION -AND ARE, THE, RESPONSIBILITY OF. OTHERS.
7I PANELS MAY'SPAN BETWEEN'EAVE TO RIDGE.SUPPORTS OR RAKE TO RAKE
SUPPORTS.
U �
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OF
UNION CORRUGA�ING COMPANY
MasterRin Roof Panel,
wide, 26'ga. (min) Steel Panel over Steel Supports
' Spin
Condition
Loading
Type
'Allowable
Load (psf - )
(Support Spacing (ft , )
_1.5_0F1.75
i.06
2.50.
3.00
5 50
4.06.
4.50,
5.00
TWO Span.
boUplift138.3
118.5
t03 .- .7
83.0
69.2
1 59.3
51.9
46.1
37.1
Three Span
Uplift
151.2,
134.7-
117.9
914.3
78:.6
61.4
58.9
52.4
47.2
Four. or More
Spans
Vplifl,
151.3
129.6
1.13.4
90:8
'75.6
64 8'
56.7
50'4.
44.1
Notes:
1. Allowable load for..each •dondi.tionis the smallest load calculat
,and . deflection -liffiftofL/180. Allowable loads are calculated 1
2. The wind load- is. taken as'0.7 times the`"qampon6ut and cla&
3.. The panel allowable properties are determined -from full scale:
4. The panel fasteners are #12-14 x V long self drilling screws:%
is 9.0" o.c. in the interior supports and 3 . 5"-5.5'1=15";o.c. at p
5. Sidelap f4steners are 1 /4,,1 14 x 1/8'.' long self drilling screws v
6. Steel supports are minimum 16 ga. All supports must. be desii
7. The panels may span. from, cave toxidge or rake to rake.
.8i Panel's must, be installed asper, Evaluation Report FL 9555.2 a:
based on fistener capacity, panel
nel strength and
minimum 26 ga., panel
g" loads for the purpose of determining deflection limit.
STM E1592 tests at 5'0" span
. h washers. Fastener spacing across panel width
el ends.
h washer at 30".o.c.
ed to resist all loads imposed on the panel-.
,Union current installation procedure.
t0t I a all, " ;
,ea
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el .......
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1216 N Lansing Ave., Suite C ,
Tulsa, OK 741,06
918 492 5992 30. 2t5 t -7.
Bala Sockalingam, Ph,D., P.E.
PE 62240
3/29/2018 Florida Building Code Online
(� rG� •,
Business &Professional
Regulation
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8CI5 Hame I .Log In I User Reglstratlon I Hot Topl6 I Submit Surcharge I Stats & Facts Publintians ;I FBC Staff i , BCIS Slte Map I Unks_ I Search I
Florida
+=1 ` Product Approval .
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Product Approval Menu > Product or Application search;-; gppliatlon Ust > Application Detail
•� FL # FL9555-R4
•Application Type Revision'
Code Version 2017 .
Application Status Approved
Comments
Archived,.i
Product Manufacture, UNION CORRUGATING COMPANY
Address/Phone/Emall. 70f S. KING ST.
FAYETTEVILLE; NC 28301
'(910)•483-0479 Ext 256
jstieby@unioncorrugatiing.com
Authorized Slynature John Stieby
jsfieby@unioncorrugating.com
i
Technicaf•Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
.Category
;Structural Components
Subcategory
Roof Deck
Compliance Method
Evaluation Report from,a Florida Registered Architect or a Licensed Florida
Professional Engineer
7 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Bala) Sockalingam ,
the Evaluation Report
I.
Florida License
PE-62240
Quality Assurance Entity
i
Keystone Certifications, Inc..
Quality Assurance Contract Expiration Date
09/07/2027
Validated By
Yoos�ef Lavi, P.E.
_+6 Validation Checklist = Hardcopy. Received
Certificate of Independence
F.L9555_R4_.00I_ CertificateIridependence.odf
Referenced Standard and Year (of Standard)
Standard Year
ASTM E1592 2005
FM 4470 2012
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.oro/prlpr_app dtl.aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOgziUdi7ntuFlu2iC5s'/o3d 1/3
3/29/2018
Florida Building Code Online
y
Product Approval, Method
, McIthod 1 Optlon' D
Date Submitted
08/23/2017
Date'Validated
08%28/2017
Date Pending FBC'Approval
09%09/2017
Date Approved
12112/2017
Summary of Products
FL # ..
Model, Numberor Name i
Description
9555.1
SV Panel
29 ga., 24"'wide, through'fastened.panel over wood supports
Limits of Use.
Installation Instructions
Approved for use in HVHZ: No
FL9555 R4 'II` Evaluat16nR6PortC2172 I.pf
Approved for use outside HVHZ: Yes
'Verifled'By: Bale Sockalingam PE 62240
Impact Resistant:'N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-70.25.
Evaluation. Reports
Other: Uplift load of 70,25 psf @ support spacing of 24"
o.c.
FL9555 R4 'AB EvaluationReportC2172 -I.pdf
Created. by Independent.Third Party: Yes
9555.2.
MasterRib Panel. I
26 ga., 36" wide, through fastened' panel over steel supports
Limits of Use
Installation Instructions
Approved for use in HVHZ: No:..
I
FL9555 R4 II. EvaluationReportC2112 2.pdf.
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By:. Bala Sockalingam PE 62240.
Created by Independent Third Party: Yes
Design Pressure +N/A%-47.2 '
Evaluation Reports
Other: Uplift load of 4.7.2 psf @ support spacing of 60 oxc
FL9555 R4 .AE. EvaluatlonReport=72 2,odf
Created by Independent'Third Partyp.Yes
9555.3'
MasterRlb Panel,
I
29 ga., 36" wide, through fastened p riel.over steel supports
Limits of Use, I
Installation Instructions
Approved for'use in HVHZ:,No
f1_9555' R4 II EvaluationReportC2172 3,pdf
Approved for use outside HVHZ: Yes
'Verified By:, Bala Sockalingam PE 6.2240
Impact Resistant: N/A
Created by. Independent.Third Party: Yes
Design Pressure: +27.1/=37.-7
Evaluation Reports
Other:'Design load.of 27.1 &-37.7.psf at support Spacing of
FL9555 R4 AE EvaluationReportC2172 3:Rdf
48" o.c.
Created by Independent Third Party: Yes
i
9555.4,
MasterRib Panel
29 ga., 36" wide, through fastened panel over wood suppois
Limits -of Use
Installation Instructions
Approved for use in HVHZ: No
1`0555 R4• II EvaluationReportQl,72' 4.p_df
Approved for use outside_ HVHZ:_Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by IndepbridentThird Party: Yes
Design Pressure: +27.1/-36.2
Evaluation Reports
Other: Design load' of 27.1 & -36.2 psf at support spacing of
FL9555' 4 AE EvaluationRgRo_ C2112. 4:pdf'
48" o.c.
Created by Independent Third Party: Yes,.
9555:5
MasterRib Panel
29 ga., 36" wide, through fastened panel over nom. 1" x 4"
:wood supports
Limits of Use
installation Instructions
Approved for use in HVHZ: No
FL9555- R4 .II 'EvaluationRep_gl±Q 72. 5.pdf
Approved for use outside HVHZE•Yes
Verified By: Bala Sockalingam PE 62240
Impact_Resistant: N/A
Created by Independent Third Party: Yes
.Design Pressure: +N/A/-'138.9
Evaluation.Reports
Other: Uplift load of 138.9 psf @ support spacing of 24" o.c.
FL95SS R4 AE EvaluationReportE2172 S.odf
Created by.Independent Third Party: Yes
9555.E PBR Panel Min. 26 ga., 36" wide, throughfastened roof panel over open
steel supports
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9555 .114 II Evaluati6nReportC2172.6.2df
Approved for use outside HVHZ- Yes Verified By: Bala Sockalingam PE 62240 `
'Impact Resistant: N/A. Created by Independent Third Party: Yes
Design Pressure: +96/-163 Evaluation Reports
Other: Design loads of 96 Fi -163 psf at support spacing of `FL9555 R4: AE .Evafuad6nRegortC2172 6.odf
20" o.c. Created by Independent Third Party: Yes
Eaci< � Next
''Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copy�ht 2007-2013 State of Florida, ;; Privaw Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are publle records..lf you do not want your a-rrall address released In response to a public -records request, do, not send electronic
https://www.fladdabdilding.org/pr/pr_app_otl.aspx?param wGEVXQwtDqtvOROQkZA5RE8EC(qziUdl7r WFlu2jC5s%3d 2/3
9/29/2018 Florida Building Code.Online
mall to this entity. Instead, contact the, office by phone or by traditlopal mall. If you have any questions; please contact 850.487.1395. *Pursuant to, Section
455.275(1), Florida Statutes; effective October 1, 2012, licensees Bcensed under Chapter 455, F.S. must provide.the Department: with an emall address If they have .
one. The emalls provided may be used for official communication with,thellicensee. 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 cant he made avallable to the public. To determine If you are a licensee under Chapter.455; F.S.;
please dick here_.
ProdipctApprovai Accepts:
IMENM HIM
Cr dit f and
https://www.floridabuilding.org/pr/p�_app dtl.aspx?param=wGEVXQwtDgtvOROQkzA6RE8EOgz!Udl7ntuFlu2jC5s%3d 3/3
EVALUATION
UNION CORRUGA:
GA. NMSTE]
OVER STEEL
FLORIDA BUILDING C
FLORIDA PROD
FL 45!
.-STRUCTURAL
. 'ROOF
'.0RT OF
COMPANY
3PANEL'
6.TH EDITION (1017)
'APPROVAL
Prepated For:
Union Corrugating Company
701 S. King St....
Fayetteville; NC 28301
Telephone: (910) 4834479
]Fax: (9.10)4 83-1091
Prepared By:
Bala Sockalin gam; Ph.D., P.E.
Flor-ida,Professional Engineer,#62240-.
W&NLansing Ave."Suite'C
Tulsa, OK 74l06.
Telephone' (918) 4 275992.
FAX: (866) 366-1543
This report consists of
Evaluation Report (3 Pages. including cover)
Installation Details. (1 Page)
Load Span Table (I'Page),
Report No. C2172-22
Date: -8.20.2017
FL 9555.2-R4
C2172-2
8.20.2017
Manufacturer:
Page 2 of 3
Union Corrugating. Company
Product Name:
MasterRib Panel
Panel Description:
36" wide, coverage with 3 I4"' high ribs at 9" o.c
Materials:
Minimum 26, ga., 80 ksi steel. Galvanized coated steel. (ASTM, A653)
or, Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755).
Sup port°Description:
Min 16. ga.;.50 ksi -steel, (Must be designed by others)
Slope:.
1/2112 or greater in accordance with FBC Z017 Section 1507.4w2
D.esign.Uplift Pressure:
472.psf @ maximum support.spac_ing of 60" o.c,.
(Factor of Safety = 2),
Support Attachment:
#12-14 x. l," long self='drilling screws with washers
At end supports
@ 3.5"-5.5"-3.5" P.C. across panel width
At intermediate supports
. @ 9" o.c. across panel wid�h
Sidelap'Attachment:
%a"-14 x 7/8" long'SDS with washer @ 30" o.c,
Test'Standards:
Roof assembly tested :in �I accordance with, ASTM E1592-01. `Test
Method for Structural Performance of Sheet Metal Roof and Siding
Systems by Uniform Static Air Pressure Difference' and. FM 4470
Section 5.5 `Resistance: to Foot Traffic'.
Test Equivalency'.
The test procedure, in ASTM E1592-01 comply with test procedure
prescribed in ASTM E1592-05.(2012).
The test procedure in FMI.4470 (1992). comply .with test procedure
prescribed in FM 4470 (201-2).
Code Compliance:.
The.product described herein :has demonstrated compliance with FBC
2017 Section 1507.4.
Product Limitations: Design wind loads shallbe! d'e, termined for each project in accordance
with FBC 2017 Section 1609, or AS.CE 7-10 using allowable stress
design. The maximum support spacing. listed herein shall .not be
exceeded. The design uplift pressure for reduced support spacing may
be computed using rational -analysis prepared' by a Florida Professional
Engineer or based on Union! Corrugating load span table.. This product
is not approved for use .in', the High Velocity Hurricane Zone. Fire
classification is not, within scope of this Evaluation Report. Refer to
FBC 20.17 Section 1505 and current _approved roofing .materials
directory for fire ratings of this product.
FL 9555.2-R4
C2172-2
8.20.2017
Page. 3 of 3,
Supporting -Documents; ASTM E1592 Test Reports
Farabaugh Engineering and' Testing -Inc.
Project No..T163-06, Reporting Date 6/7/06
FM 4470 Test Report
ENCON Technology Inca
C1583-2; Repordng.Date v4/08
PANEL FASTENER SEE PANEL. SIDELAP SIDELAP FASTENER
p5
® 9". O.C. DETAIL. _ ® 30" D.C.
�9" O.C. MASTERRIS \
PANEL t.
INTERIOR SUPPORTS.
a
MIN 16 GA: STEEL
(DESIGNED BY OTHERS)
i�
PANEL FASTENER ® 'SIDELAP "FASTENER
3 3 5` O.C. 30" O,.C;
•I-9' O:C.� MASTERRIB
PANEL
a
END SUPPORTS
MIN . 16 GA: STEEL .
(DESIGNED ,BY OTHERS)
TYPICAL PANEL 'INSTALLATION' X=SECTION,
C
QU �ZN
I
z
4i'o
v Lio
MASTERRIB PANEL FASTENER SIDELAP FASTENER PANEL FASTENER ®
PANEL ®9" O.C.. ®30•" O:C:. 3.5"-5.5"-3.5" O.C.
-�
'
o a—,
a ^¢
- - - ' -
- - - - MAX O.C.
LL
(SEE LOAD SPAN FOR
MIN 16 GA. STEEL ALLOWABLE LOADS•AND SPANS)
O
(DESIGNED BY OTHERS)
m
=
��m
�
a
SECTION VIEW
<�
-:GENERAL
NOTES:
m
1. ROOF PANEL HAS BEEN' DESIGNED' IN ACCORDANCE-WITH,THE FLORIDA%
p
SIDELAP FASTENER MASTERRIB BUILDING CODE (FBC). _
PANEL 2. ROOF PANELS SHALL BE 26 GA. (t' = 0.017"). EFFECTIVE COVERING; WIDTH
_
1/4"-14 SOS WITH
OF. PANEL = 36".
WASHER ®,30" O.C.
PANEL FASTENER .
k LONG
3. ROOF PANELS SHALL BE INSTALLED OVER'STOCTURE-AS SPECIFIED ON THIS
SDS WITH WA"
SDS WITH WASHER
DRAWING:
-4. REQUIRED. DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH' PROJECT.
THIS PANEL SYSTEM MAY NOT 8E INSTALLED WHEN THE REQUIRED 'DESIGN
WIND LOADS ARE GREATER THAN THE ALLOWABLE DESIGN LOADS.
5. ALL FASTENERS' MUST BE IN ACCORDANCE WITH THIS DRAWING' & THE FLORIDA.
MIN 16 GA. • STEEL
BUILDING, CODE. IF A DIFFERENCE- OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING & THE .CODE. THE CODE SHALL CONTROL.
NRS
(DESIGNED. BY ,OTHE)
6. SUPPORTS MUST BE DESIGNED. TO WITHSTAND WIND LOADS AS REQUIRED•
PANEL
'SIDELAP
REQUIRED FOR 'EACH. APPLICATION% AND ARE THE- RESPONSIBILITY OR OTHERS.
-
7. PANELS MAY SPAN BETWEEN EAVE TO RIDGE SUPPORTS OR RAKE TO RAKE
SUPPORTS.
OF
I
UNION CORRUGATING COMPANY
Maste.rRib Roof Panel
W' wide, 26 ga. (min) Steel PIanel over Steel Supports
Span
Condition
Loading
Type
allowable Load (pso
Support Spacing (ft)
1.50.
• 1.75
2.00
2150 ,
, 3.00
MO
4.00. '
` 4.30
&60'
Two Span.
Uplift
138.3.
118.5
103.7
83.0
i
69.2
59.3
51.9
46.1
37.7
Three Span
Uplift
151.2
134.7
117.9
94.3
78 :6
67.4
58.9
52.4
47.2
Four or Mote
Spans
Uplift_
151.3
120.6 ..
113.4-
90:8,
75.6.
64.8
56.7
50.4.
.44.1
,Notes:
1. Allowable load foreach condition is the smallest load calculated based on fastener capacity, panel strength and
and deflection limit of U180. Allowable loads are'calculated for minimum 26 ga. panel.
2. 'The wind load is. taken as 0.7 times the-'.`componeutand cladding" loads for the purpose of determining deflection limit.
3: The panel allowable properties are determined from full scale ASTM E1592 tests at 5' 0" span
4.. The panelfasteners are #12-14 x 1 ". long self drilling screws with washers. Fastener spacing across panel width
is 9.0" o.c: in the interior supports and 3.5"-5.5"-3.5" o.c. at panel ends.
I
5. Sidelap fasteners are.1/4%14 x 7/8" long self drilling screws with washer at 30" o.c.
6. Steel supports are minimum 16 ga. All supports must be designed to resist all loads imposed on the panel:
7. The panels may span from eave to -ridge or rake to rake. I
.8. Panel's must, be installed as,per. Evaluation Report FL 9555.2 andl'Uni
I
1'r
lip
1216 N Lansing Ave., Suite C
Tulsa, OK 74106
918 492 5992
current installation procedure:
c60a�@BH6H8HHgQ�
L'INGq °Bose
o� 5• 'ENSE? °•� ,e��
No
.: 4 W-
OF •6
F.. °
$. •20. 2.c� 1�~7
Bala Sockalingam, Ph,D., P.E.
PE 62240
Applicant's Name:
Community Development
Zoning Division
18400 Murdock Circle, Port Charlotte, FL 33948-1094
Phone: (941) 743-1964 � (941) 743-1230 Fax: (941) 743-1598
www.charlottecountvfl.com
".L'eadiir� !!fe ?Oaf I 17e�iaiur� L'ommusuf� 17eve�apmeir�'
James
I, the undersigned applicant, being first duly
owner, attorney, attorney -in -fact, agent, c(
the owners of the majority of the property
matter of the proposed application; that
application, and all site plans, sketches, da
attached to and made a part of the applic
of my knowledge and belief.
vorn, depose and say that I am the
tractor, lessee or representative of
escribed and which is the subject
II answers to the questions in this
and other supplementary matters
ion are honest and true to the best
Any costs, expenses, liens, lawsuits and liabilities that arise from the issuance of this
permit regarding building location is the soled responsibility of the contractor and
property owner. It is also understood that the County does not verify the final
location of structures or their setbacks and that all structures must be located in
compliance with required setback regulation's.
State of , County, of
The foregoing instrument was acknowledgedbefore me this
of ,
(Month) (Year)
by
day
who is personally known to me
or has produced as identification
and who did / did not take an oath.
Maria R Burgin
Printed Name of Notary
Signature of Notary
Commission Number
Signature of Applicant (or Contractor)
CBC1251995
Contractor License Number
( 352 ) 468-1116
Area Code Phone Number
(Return completed form to the Zoning Office)
Zoning Form Established: August 2011 (Revised: November 2015)
1/10/2018 Florida Building Code 'Onfine
I
BCIS Home Leg In User Registration. Hat Topics Submit Surcharge State B. Facts
b
_-ProduCtApproval USER: Public User
I
I-ZAW $zigM=114-M.; .. �r Acc?taiYon
S^arch> zkv"tjj=> APPllcAlon Detall
FL #
FL88B8-R5
Application Type,
Affirmation
Code Version
2017
Application Status
Approved
Commerits
Archived
Publications FBC Staff DQS Site Map rinks 5eer&
Product Manufacturer A""
DOOR CORPORATION
Address/Phone/Email 4255 MCEVER INDUSTRIAL
DRIVE NW
ACW0 "TH, GA 30101
(7701.974-2600..Ext208
Authorized Signature IJAMES FRENCH
JFRENCH3@ASTADOOR
I
Technical Representative James French.
Address/Phone/Einall $o box 420
acworth, GA 30101
jfrench3@astadoorcom
Quality Assurance Representative Mike Alvis
Address/Phone/Email P.O. Box 420
Acworth,'GA, 30101
(770)'974-2600 'Ext248
malvis@astadooncom
Category Exterior Doors
Subcategory R611-Up Exterior Door Assemblies
Compliance Method
Florida Engineer or Architect Narne'who developed the
Evaluation Report
Florida ,License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Joseph H. Dixon,]r
PE-7768
National Accreditation and Management'Institute
12/31/2018
Gordon Thomas, P.E.
Validation Checklist - Hardcopy Received
fi f,ERon R5 17.0 Fiirnacsci;A Tgnfem .102704.n+tf
Referenced Standard, and Year (of Standard) Standard
ASTM E330
DASMA108
Equivalence of Product Standards
Certified By
ea
2002
2002
hftps://ww.w.floridebuilding.org/pr/pr_app_ U.aspx?param=wGEVKQwtDgtYtsw8jP6BrAiRac%2fuYVBPcVVZI°/a2fflF%2fCc%3d 115
i
1/10/9018 Florida Building Code Online
Sections from the Code I
I•! I affirm that there are no changes in the new Florida Building
Code which affect my products) and my product(s) are In
compliance with the new Florida Building Code.
i
.Documentation from approved Evaluation or Validation.Entity Yes No N/A
F! 3f?38 R5 CAC Affirm- For F r. jIfi 2017 &$888 Asta- s.odf
Product Approval Method
Method 4 Option D
I
Date Submitted
l 10/06/2017
Date Validated
I10/06/2017
Date Pending FBC Approval
Date Approved'
I10/07/2017
'Summary of Products
Model, (dumber or Name
Description
8888.1
203 Windlock Commercial Sheet
Maximum ;design pressure for 8' wide by 21' high door. Lower
Door
design pressures -calculated for up to 20' wide by 21' high
;door. -
Limits of Use
Installation Instructions'
Approved for use In HVHZ: No
R 01 - 29D n t1 i_ I elf
}' 2l_C _ t � �.
Approved for use outside'HVHZ: Ye"s
Impact Resistant: No
Ver1I ed By: Joseph H. Dixon P.E. FL.No. 7768
Design Pressure: +113.1Max/-113.1Max
Created by IndependentThlyd Party: No'
Other: Design pressure attest door width of 16' _ +/-35.0
Evaluation Reports
psf I
M RS AF :1. Pif i95 23_ w?2221? Q+ t �dF
i
Created by Independent Third Party: Yes
8888.21
233 WIndlock Industrial Sheet Door
Maximum design pressurefor 8' wide by 21' high door. lower
design pressures calculated for.up to 20' wide by 21' high
door.
-
Limits of Use—�--�— i
Installation Instructions
Approved for use In HVHZ: No
l3_+ RS U 27013 - 200 Sergi Rn8an seal?Qt rl
Approved for use outside HVHZ: Yes
F n5 i.1 R031 233.
Impact Resistant: No
Verified By: Joseph H; Dixon P.E. FL_ No:.7768
Design Pressure: +95.9Max/-9S.9Max
Created by Independent Third Party: No
Other: Design pressure at test door width of 16' _ +/- 37.5
Evaluation Reports
Psf,
-ISM' RC AE- cR 17-XQ5-R3 92227,2 0f 01-Wi
Created by Independent.Thlyd Party: Yes
8888.3 —~ —^ - 320 Commercial Slat Door (20 —
Maximum design pressure,for 8' wide by 21' •high door. Lower
Gauge - Flat Slat)
design pressures calculated for up to 20' wide by 21' high
door.
..........
Limits of Use
Installation Instructions
Approved for use in HVHZ: No.
RS TT aT413 - 3110 Sires lr:s all si Ah d.oa
FISM R5 it ?M31. 3-M serfiLmr4
Approved for use outside HVHZ: Yes
Impact Resistant: No.
Verified By: Joseph H. Dixon RE. FL,No. 7768L
Design Pressure: +138.3Max/-131.3Max
;Created by Independent Third Party: No
Other: -Design pressure' at test door width of 16' _ +42.7 /
Evaluation Reports
-39.7,psf
M.BSSS R5',!jE LFZL07-01205-R3.937.22A? 00tt, f
Created by Independent Third Party: Yes
8888.4 3322 Commercial Slat Door (22
I Maximum design pressure for 8' wide by 21' high door. Lower
j
- Flat Slat)
design pressures calculated for up to 20' wide by 21' high
(Gauge
j door.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
F WaS RS H a7013'- 3nQ fie$ In c:+' _: i i p Ir
Approved for use outside HVHZ: Yes
Rom9, R5 + 29031 300 S-mfns rdf
Impact Resistant: No
Verified By: Joseph H. Dlxon'RE. FL.No 77 98,
Design Pressure: +128.5Max/-121.5Max
Created by Independent Third Party: Nc
Other: Design pressure at t test door width of 16, _ +41A /
Evaluation .Reports
-38`.4 psf
= 6WS R_S AE 6_22-
Created by Independent Third Party: Y
1324 Commercial Slat Door (24
Maximum design press:'^`. Lower
(Gauge : Flat Slat)
ideslgn pressures cailated for up to 7':' _-
;door.
hftps://www.floridabuilding.org/prIpr app_dtl.aspx?param=.wGEVXQwtDgtYtsw8jP6BrAlPac%2fLiYVBPcVVZl%2fflF%2cuhZd
1110/2018
Florida Building Code Online
Limits of Use I ! Installation Instructions
Approved for use in H IZ: No cLSM R5 iJ ?i013 - 300 Series Install sealed odf j
Approved for use outside HVHHZ: Yes F1_8888 iz 11_2901.300 Ser:es,odf
Impart Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768
Design Pressure: +118.iMax/-111.1 Created by Independent Third Party:,'No I
Other: Design pressure at test door width of 16' ='+40.0 / j Evaluation Reports
-37.0 psf I I FL8888 RS 'AE rat-07- 005-R3 02ZZj2__Q_0jjj& lj
--;j
T Created by IndependentThlyd Party: Yes
__-._..-...._..-.___.__
8888.E - 418C Rolling Steel Service 1; 6- Maximum.design pressure for 8' wide by.21' high door. Lower
Gauge -- Curved Slaty I design pressures calculated for up to 24' wide by 21' high
'door.
- —
Limits of Use
I
Installation Instructions'
Approved for use in HVHZ: No
FtR888 R5 i 27m3 4u20 66D Ser2es Install sealed DdF
tLU - ' RG q :07ou„i ,= - seo c sealLd.odF `
Approved for use outside HVI&- Yes I •
Impact Resistant: No
Verified By: Joseph H, Dixon P.E. FL.No: 7768• j
Design Pressure: +132.2/-132.2 f
Created by In dependent Third Party: No II
Other: Design pressure at test door width of 16' _ +/- 32.9
Evaluation Reports
psf I
F7 aRre3 R5 AB t=1 t'17-C✓DDS-R3 022712 0011.odf
Created by Independent Third Party:. Yes
I^-�•
`8888.7 418E Rolling. Steel Service Door (18
Gauge - Flat Slat)
Maximum design pressure for 8' wide by 21'. high door. Lower {
design pressures calculated for up to 24' .wlde by-21' high
dupe
I(Limits of Use -� -'� - - ^- I
Installation Instructions
I Approved for use in HVHZ: No I
FL819 s_t R5 I( 77r113 -19_nJ 60 Series Install-sealed.odf
FLBW R5 'ia 2,7013
Approved for use outsid® HVHZ: Yes
Impact Resistant: No
Verified By: Joseph-H. Dixon P.E. FL.No. 7768 I
Design Pressure : +127•.6Max/-127.6Max
Created by Independent Third Party: No
Other: Design. pressure at fist door width of 16' _ +/-49.3,
Evaluation, Reports
psf,
UBM a-. AE SR. 1D7 0DnS "ac 022212 0011,odf
I
I
Created by Independent Third, Party: Yes `
8886.8 -� �420C Rolling Steel Service Door (20 !-Maximum
design pressure for 8' wide by 21' high door. Lower
Gauge- Curved Slat) .
design pressures calculated for up to-24' wide by 21' high
•�
door. 111
Limits of Use -^-
{,
Installation Instructions. i
Approved for use in HVHZ: No I
: R� ' zwn- �!7'A.f, 0 SenesIp. aWsiealgd j2d
g Z<
Approved for use outside HVHZ: Yes
Fd9.M R5 JJ %5113 •Mii}C a 3za g �1 7
Impact Resistant:. No
I
Verified By: Joseph H. Dixon RE. FL.No. 7768'
Desigp Pressure: +124.5Max/-124.5Max
Other: Design pressure attest door width of 16' _ +1-32.2 1
Created by Independent Third Party: No
Evaluation Reports, _
psf '
e7 &%R S- 7K- �lA-ro1zps- P1 aa292 RD14.odf
'
Created by Independent Third Party: Yes
8888.91 42OF Rolling Steel Service Door (20
Gauge - Flat Slat)
Maximum design pressure for 8' wide by 21' high door. Lower
design pressures calculated for up to 24' wide by 21' high
-door.
u
Limits of Use _ -_T
Installation Instructions
Approved for use in HVHZ: No.
F5� R5M a - -f+TA _cAur 2s LIM" gal_ ed.odf
Approved for use outside HVHZ: Yes
g4,6S ZS y7i. ?a41 Sri m oedf,
Impact Resistant: No
'Verified By: Joseph H. Dixon P.E. FL.No. 7768:
-Design Pressure: +119.3fNax/--119.3Max
Created by Independent Third Party: No
Other: Design pressure at test door width of 16' _ +/-47.7
Evaluation Reports
psf
fl RZS •Ig M'17 k�ZS �5 0 as a9� Otlie Qdf
Created by Independent Third Party: Yes '
888B.10 422C Rolling Steel Service Door (22
Gauge.- Curved Slat)
Maximum design pressure for B! wide by 21' high door. Lower
design pressures calculated for. up to 24' wide by 21' high
I'�door.
---�--�—
Limits of Use
',Installation Instructions
Approved for use in,HVHZ: No
ya S RS 11 %, n:i -�A 4.sn StftFmsL�1l mule tr<odF
Approved for use outside HVHZ: Yes
tL Tip �&2 RS Im ?x?li3 2�i1L nnsie, rr #
Impact Resistant: No
Verified By: Joseph H. Dixon P.E. FL.No. 7768
Design Pressure: +118.2Max/-118.2Maz
Created by Independent Third Party: No
Other: Design pressure:at test door width of 16' _ +/- 31.6
Evaluation Repos
psf
�.r m5 -rtr 171_r_M. S!RB-tez2aa2
Created by Independent Third Party; Yes
8888.11 f 422F Roiling' Steel Service door (22
{ Gauge : Flat Slat)
Maximum design pressure for 8' wide by 21' high door. Lower _
design pressures calculated for up to 24' wide by 21' high
J
door.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
R aM q L9 F17 n;,:nID -:w't M. waled -DO
F1RS90 • _PS f7k Z'70 13 Z54 5*si2S njN_z fl-
Approved for use outside HVHZ: Yes.
•Impact Resistant: No
Design Pressure: +112.5Max/-112.5Max
Verified By: Joseph H. Dixon-P.E. FL.No, 7768
I Created by Independent Third Party: No
Evaluation R000rts
hflpsJAvww.floridabuilding.org/pr/pr_•app_dtl.aspx?param=wGEVXQwtDgtYtsw8jP6BrAIP•aelo2fuYV8PcWZl%2fiiF%2fCc%3d 3/5
1110/2018 Florida Building Code Online
Other: Design pressure at test door width of A' = +/-4E
pSf
_..__...._.__......... -- - _._.._..----•-------------- --•---
8888.12 424C Rolling Steel Service Door
_.:�.�_.._.___....:_.-,_... Gauge:- Curved Slat).._.._____._.
Limits of Use
Approved -for use In, HVHZ: No .
Approved for use outside HVHZ:, Yet
Impact Resistant: No
Design Pressure: +110.8Max/-310.8Max
Other: Design pressure at testdoor'width of 16, _ +/-31
psF
8888.13� 424F Rolling Steel Service Door
Gauge Flat. Slat)
Limits.of Use
Approved ?or use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No�
Design Pressure: +105.3Max/-105.3Max
Other: Design pressure at test door width of 16',= +/-45:0
pSf
8888.14 618Insulated Rolling Steel'Servlce
Door (18,Gauge) .-
Limits' of Use
Approved for use in HVHZ: No
Approved'for use outside HVHZ: Yes
'Impact Resistant: No'
Design Pressure: +198.SMax/=198.BMax
Other: Design pressure at test door width of 16' = +/-51.8' I
psf
8888.15 620 Insulated Roiling Steel S_ ervice_
Door(20 Gauge)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +187.7Max/-187.7Max
Other: Design pressure at test. door width of 16' = +/-50.8
psf
8888.16 622 Insulated Rolling Steel Service
Door (22 Gauge)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No'
Design Pressure: +178.9Max/-178:9Max
Other: Design pressure at test door width of 16' = +/-50.0
psf
Fl S913S RS AC ER-07-000.5-R3 022212 0011,odE
Created by Independent Third Party: Yes
Maximum design pressure for 8' wide by 21' high door. Lower
design pressures calculated for up to 24' wide by 21' high
door.
Installation Instructions
r13r-332 FRS A 27013 - 411119 F40 Series install seawd.odf
Fi^cam Fly_ aI 72913 400r_ senses sealed.odf
Verified By: Joseph H. Dixon FL.No. 7768
Created by Independent Third Party: No
Evaluation Reports t
3 R5; AF _MA7-4G0V54Z5 0222i7 0011 pad j
Created. by Independent Third Patty: Yes
Maximum design pressure for 8' wide'by 21' high door Lower
design pressures calculated for up to 24' wide by 21'. high
door.
Installation Instructions
g 'ot5' 15 2-M13-AOfl.&M SerfGs install spaled.odf
F'LSng R5 El 27013400F S�3azs s;az)ed.ndf: '
'Verified By: Joseph H. Dixon RE,FL.No. 7768,
Createdby Independent Third Party: No
�i Created by Independent�Third Party: Yeses_
Maximum design pressure for 8' wide by, 24' high door. Lower
design pressures'calculated for up to 24''wide by 24' high
door. --
Installation Instructions
i lint R5 a7- 2�d1, 9p - 40 _6- ti Semi Install sealed.Ddf'
rl-BRgo 915 r+ Tu7J1715DOve ss2uW.Mf
Verified By: Joseph H. Dixon P.E. FL.No 7768
Created, by Independent Third Party: No.
Evaluation Reports
rr1 Ry A= 022217 ' 0011 n_df.
Created by Independent Third Party: Yes
Maximum design pressure for 8' wide by 24' high door. Lower
design pressures calculated, For up to.24' wide by 24' high
door.
Installation Instructions
F.m t M 21;;unp3 --_"00 + W Serties Install sealed.odf
r rti rse pt_S- si =11 213 60,171 s _qe ,Ddf
Verified By: Joseph H. Dixon P.E. FL.No. 7768
Created by Independent Third Party,: No,
Evaluation Reports
C13.rR5 .:err�IilAa ;;31I�212 OOIS.ndP
Created by•IridependentThird Party: Yes
Maximum design pressure for 8' wide by 24' high door. Lower
design pressures calculated for up to 24' wide by 24' high
door.
Installation Instructions
FLM,—
rtl PIS P7n33-4060jgdesInstall2aledodf
1:tiM IRS IQC 2M13 6t7tl r' sea1edmdf• .
Verified By: Joseph H. Dixon P.E. FL.N0.7768 .
Created by Independent Third Party: No
Evaluation Reports
by IndependentThlyd Party: Yes
nxa. ,t...:_ ]
Contact Us:: 2601 81a1r Stone Road. Tallaliassee Fl. 32390 Phone: 856-487-1824
The State of Florida Is an AP4EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
.Under Florida law, email addresses ate public records. if you.do not want your e-mall address released In response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section
455.275(1), Florida Statutes; efrectiveOctober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department wlthan email address If they have
one. The emalls 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'emall address which an be made available to the public. To determine If you are a licensee under Chapter 455, t3S.,
please dick here .
-Product Approval A=epts.
�T tin !�1 �
htips:/ www.floridabuilding.or,g/pr/pr app dtl.aspx?param=wGEVXQwtDgtYtsw8jP6BrAIPace/a2fuYVBPcWZl%2fflF%2fCc%3d 415
/-USEO/a'- 15X IIfl'HEX HEAD DOL75. USE Ur X2.1M HEX NUT SLEEVEANCHOR."7
HE
26 GAUGE GALVANIZED STEEL GALVANIZED ACCORDING TO
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PRIMER AND BAKED POLYESTER TOP COAT.(SEE NOTE 1.)
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SPACED AT O' ON CENTER THEREAFTER -
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EACH END OF CURTAIN.
NOTES..
I. STEEL FOR CORRUGATED SHEET ASTM-A053 wrM A MINIMUM YIELD,
STRENGTH OF BO KSI AND TENSILE STRENGTH OF B2 KSI. {GRADE 00)
2. GUIDES ROLL FORMED (121 GAUGE (.710'-120-1GALVANIZED ST_ EL•L_.
3, GUIDE INSERT FORMED Hi) GAUGE OAWANIZEO 67EEL
4. (10) GAUGE GALVANIZED STEEL.WINDLOCK CLIP FASTENED
WITH TWO 3110' X .440' POP RrMS ON FOUR CORRUGATIONS
PER S10E OF EACH SHEET.
1/4'-20X 1.114•
.TRUSS HEAD
SCREW
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Sim
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i
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4/10/2018 Florida Building Code Online
FLORIDA 09PARTMONT OF
Business iProfessionalRegulation
■
BCIS Home I Log In I User Registration Hot Topics I Submit Surchlarge Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links Search
bFlodda.-- I
:70
Product Approval
USER: Public User
Product Approval Menu > Product or Appilcatlon Search > Applicatlon List > Application Detail
I
FL # FL17499-R3
Application Type Revision
Code Version 2017
Application Status Appri ved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the PIOC and/or the Commission if necessary.
Comments
Archived 0
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
MI Windows and Doors
650 West Market Street
Gratz,� PA 17030
(717)1365-3300 Ext2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
I
I
i
Windows
Single Hung
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M,..Urich, PE
❑� Validation Checklist - Hardcopy Received
Standard
AAMA 506
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
Method 1 Option A
01/15/20181
01/15/2018
Year
2011
2008
2011
4/10/2018
Florida Building Code Online
Date Approved 01/21/2018
Summary of Products
FL # Model, Number or Name
17499.1 185 SH 1
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55/-55
Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be
bedded in Pecora 896 sealant.
,
i
17499.2 185 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. No
Design Pressure: +60/-60
Other: R-PG60
Description
36x84 Fin/Flange Frame IG/SG Impact Single Hung
Certification Agency Certificate
FL17499 R3 C CAC MI Windows - 185 SH fFin) Impact
W-W
FL17499 R3 C CAC MI Windows - 185 SH (Fin Impact
Done.odf
FL17499 R3 C CAC MI Windows - 185 SH (Fan e) Impac
.i )A&
FL17499 R3 C CAC MI Windows - 185 SH Flan e) Impact
44J..Rdf
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 R3 II 08-02545B.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513321B-3.odf
Created by Independent Third Party: Yes
52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Certification Agency Certificate
FL17499 R3 C CAC APC(13361)E1726.01-109-47-RO 185
XFLG waiver),p-df
FL17499 R3 C CAC MI Windows - 185 SH (Fin)j11 ,pdf
FL17499 R3 C CAC MI Windows - 185 SH (Fin)j12 ,pdf
FL17499 R3 C CAC MI Windows - 185 SH (F a e) 10 ,pdf
Quality Assurance Contract Expiration Date
10/08/2018
Installation Instructions
FL17499 R3 II 08-02549B.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513327E-4.odf
Created by Independent Third Party: Yes
17499.3
185 SH
36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17499 R3 C CAC APC(13363)E3729.01-109-47-RO 185
SH (FLG waiver)_pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL17499 R3 C CAC MI Windows - 185 SH (Fin J,13 ,pdf
Design Pressure: +60/-60
FL17499 R3 C CAC MI Windows - 185 SH Fin) 14 ,pdf
FL17499 R3 C CAC MI Windows - 185 SH (Flan e) 1 .pdf
Other: R-PG60*
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 R3 II 08-02550B.pdd
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513328B-S.pd
Created by Independent Third Party: Yes
17499.4 1 185 SH
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +60/-67
Other: R-PG60*
17499.5 1 185 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
36x71 Fin, Flnless, Flange Frame IG Single Hung
Certification Agency Certificate
FL17499 R3 C CAC APC 1-10462.01-109-47-110 185 SH
f0425221�pdf
Quality Assurance Contract Expiration Date
04/25/2022
Installation Instructions
FL17499 R3 II 08-0311i3.Rdf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 514082.idf
Created by Independent Third Party: Yes
52x72 Fin/Flange Frame IG/SG Impact Single Hung
Certification Agency Certificate
FL17499 R3 C CAC MI Windows :.. 185 SH (Fi Impac
j�,pdf
hftps://wuwv.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6BPhS6G%2f386zHJ4yNCXvbND%2bogfcVXszYw%3d%3d
4/10/2018
Florida Building Code Online
Impact Resistant: Yes
Design Pressure: +55/-55 '
Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be
bedded in Pecora 896 sealant.
FL17499 R3 C CAC MI Windows - 185 SH l it ImUct
WA&
FL17499 R3 C CAC MI Windows- 185 SH (Flange) Impact
(2,,pdf
FL17499 R3 C CAC MI Windows - 185 SH lF an e) Impact
Olpdf
Quality Assurance Contract Expiration Date
10/10/2018
Installation Instructions
FL17499 R3 II 08-02544B-I.pdf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513320E-1.pdf
Created by Independent Third Party: Yes
17499.E
185 SH
52x84 Fin/Flange Frame IG/SG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17499 R3 C CAC APC(13362)E1725.01-109-47-RO 185
SH FLG waiver)5-8IG 1-8A 52 1-8X84 R60(100918 .odf
Approved for use outside HVHZ: Yes
FL17499 R3 C CAC MI Windows - 185 SH (Fin)(SO � f
Impact Resistant: No
Design Pressure: +60/-60
FL17499 R3 C CAC MI Windows - 185 SH (Fin)(9),pdf
FL17499 R3 C CAC MI Windows - 185 SH (Flange) 9).pd
Other: R-PG60
Quality Assurance Contract Expiration Date
10/09/2018
Installation Instructions
FL17499 R3 II 08-02546B-2.pdd
Verified By: Luis R Lomas PE 62514
I
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513322E-2.pd
Created by Independent Third Party: Yes
17499.7
185 Triple SH
11102 Fin Frame IG/SG Single Hung 11002 Flange Frame
IG/SG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R3 C CAC MI Windows - 185 SH TripjejE _(2,pff
Approved for use outside HVHZ: Yes
FL17499 R3 C CAC MI Windows - 185 SH Triple Fin)_(4).pdf
Impact Resistant: No
FL17499 R3 C CAC MI Windows - 185 SH TripJe (Flange),
Imx&
Design Pressure: +50/-50
Other: R-PG50*
FL17499 R3 C CAC MI Windows - 185 SH Triple (Flange).
(4J,pdf
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R3 II 08-02548B.pdf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513324E-6.odf
Created by Independent Third Party: Yes
17499.8
185 Twin SH
10602 Fin Frame IG/SG Single Hung 10502 Flange Frame
IG/SG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL17499 R3 C CAC MI Windows - 185 SH Twin (Fin) (3).pdf
FL17499 R3 C CAC MI Windows - 185 SH TWin (pII) (g),pdf
FL17499 R3 C CAC MI Windows - 185 SH TWIn (Flange),
Design Pressure: +45/-45
(Updf
Other: R-PG45
FL17499 R3 C CAC MI Windows - 185 SH Twin (Flan g).
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R3 II 08-02547B-7.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513323B-7.pd
Created by Independent Third Party: Yes
Back Bleat
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
i
The State of Florida Is an AA/EEO employer. Copy_ght 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
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section
hftps:/lwww.floridabuilding.org/pr/pr
4/10/2018 Florida Building Code Online
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 emalls 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:
CIE ® ® eChact M
Credit Card
Safe
https.//www.floridabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDgtCUGgvjwiz6BPhSIG%2f386zHJ4yNCXvbND%2bogfcVXszYw%3d%3d
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. 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.
3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. 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.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
--12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 11 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
REVISIONS
DESCRIPDON DATE APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED GLASS 10/02/17 1 R.L.
15. 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. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. 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 IN ELEVATIONS AND
INSTALLATION DETAILS.
17. 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. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
18. ALL FASTENERS TO BE CORROSION RESISTANT.
19. 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 .048" THICK MINIMUM
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 NOTES
2 — 3 ELEVATIONS
4 — 10 INSTALLATION DETAILS
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
NOTES
DRAWN: DWG NO.
N.G. 08-02545
SCALE NTS I DATE 12/09/2014 1 SHEET 1 OF 11
L ROBERTO LOADS RE
1432 WOODFORD RD LEWISVILLE, NO 27023
434-688-0609 Alomas@fdomespe.aom
SIGNED: 1211412017
\\\\\\y 1�111IL/0////i
J E
r,•�\�+ NSF ,d'" �_
TAT 5CF •w
REv ��•jP[0R10'--
B A 11�aC���`
Luis R. Lomas P.E.
FL No.: 62514
F
N
FR
HE
36" MAX
FRAME WIDTH
16"
2 MAX F— �I �{ 2" MAX D.C.
T-
16"
MAX
0O.C.
4"
AX
ME
GHT
4
X
T
185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
FLANGE & FINLESS INSTALLATION
- SEECHART#1 FOR SMALLER UNITS REQUIRED ANCHORS
36" MAX
FRAME WIDTH
16"
2" MAX MAX 2" MAX
O.C. I
2 _Jdl� /
16"
MAX O /
O.C.
84"
MAX
FRAME /
HEIGHT /
4
X
185 ALUMINUM SINGLE HUNG WINDOW
_ __.DESIGNER EXTERIOR VIEW
FLANGE & FINLESS INSTALLATION
SEE CHART #1 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING
IMPACT RATING
t55.OPSF
LARGE
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 3
NOTES:
1. MAXIMUM SASH SIZE: 34 1/2" X 36".
2. MAXIMUM SASH D.L.O.: 31 1/2" X 32 1/2"
3. MAXIMUM FIXED D.L.O.: 33 1/8" X 45"
HARDWARE SCHEDULE
METAL SWEEP LOCK AT 8• FROM EACH EN[
BLOCK AND TACKLE BALANCE AT JAMBS
REVISIONS
REV DESCRIPTION DATE I APPROVED
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
B REVISED GLASS 10/02/17 R.L.
CHART #1 FLANGE & FINLESS INSTALLATION
Number of anchor locations required
Frame
Frame Width On)
Height
On)
18.00
24.00
30.00
36.00
Head
Jamb
Head
I Jamb
Head
Jamb
Head
Jamb
24.00
2
3
3
3
3
3
3
3
30.00
2
3
3
3
3
3
3
3
36.00
2
3
3
3
3
3
3
3
4200
2
4
3
4
3
4
3
4
49.00
2
4
3
4
3
4
3
4
54.00
2
5
3
5
3
5
3
5
60.00
2
5
3
5
3
5
3
5
66.00
2
5
3
5
3
5
3
5
7200
2
6
3
6
3
6
3
6
78.00
2
6
3
6
3
6
3
6
MOO
2
6
3
8
3
6
3
6
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
FLANGE AND FINLESS ELEVATIONS
DRAWN: DING NO.
N.G. 08-02545
SCALE NTS JDATE 12/09/2014 1 SHEET 2 OF 11
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEMSVILLE, NC 27023
43"88-0609 A7omas(7ldomasae.com
SIGNED: 1211412017
�J�S 1REN/0�q//�i
STATE OF
�'F' F�OR10Q:• ��':
Luis R. Lomas P.E.
FL No.: 62514
E
N
FR
HE
36" MAX
FRAME WIDTH
10"
2" MAX 4 MAX q-1
2" MAX
) O.C.
10" MAX
O.C.
O
T-
AX
WE
GHT
4
Lx/
T
185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
FIN INSTALLATION
SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS
36" MAX
FRAME WIDTH
10"
2" MAX
MAX
2" MAX
O.C.
/
2"
J
10MAX
O
0.C.
84" T
MAX
FRAME
HEIGHT
REVISIONS
DESCRIPTION DATE APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED GLASS 10/02/17 R.L.
CHART #2 FIN INSTALLATION
Number of anchor locations
required
Frame
Height
Frame Width
0n
1&00
24.00
30.00
36.00
n)
H 3 S
Jamb
H& S
Jamb
H& S
Jamb
H& S
Jamb
24.00
3
3
3
3
4
3
5
3
30.00
3
4
3
4
4
4
5
4
36.00
3
5
3
5
4
5
5
5
4200
3
5
3
5
4
5
5
5
48.00
3
6
3
6
4
6
5
6
54.00
3
6
3
6
4
6
5
6
60.00
3
7
3
7
4
7
5
7
66.00
3
8
3
8
4
8
5
8
7200
3
8
3
8
4
6
5
8
78.00
3
9
3
9
4
9
5
9
84.00
3
9
3
9
4
9
5
1 9
185 ALUMINUM SINGLE HUNG WINDOW-
- DESIGNER EXTERIOR VIEW
FIN INSTALLATION
SEE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING
IMPACT RATING
f55.0PSF
LARGE
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 3
NOTES:
1. MAXIMUM SASH SIZE: 34 1/2" X 36".
2. MAXIMUM SASH D.L.O.: 31 1/2" X 32 1/2"
3. MAXIMUM FIXED D.L.O.: 33 1/8" X 45"
HARDWARE SCHEDULE
(2) METAL SWEEP LOCK AT 8• FROM EACH END INTERIOR MEETING RAIL
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"- LMI
FIN ELEVATIONS
DRAWN: DWG NO.
N.G. 08-02545
'GALE NTS JDATE 12/09/2014 SH-3 OF 11
L ROBERTO LOMAS A
1432 WOODFORD RD LEWISVILLE, NO 27023
434-688-0609 i8omss@lAomaspe.wm
SIGNED: 1211412017
J\\\\? 1R IL04j�//�i
r •��GENS�•'9d1�i�
oval
O T((AATT ccE IF ; W -
�0R10
�i//1ONA j1Ev\�
Luis R. Lomas P.E.
FL No.: 62514
1/2" MIN
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1 1/4" MIN.
EMBEDMENT
BACKER ROD
& APPROVED
SEALANT
SHIM SPACE
#10 WOOD SCREW
INTERIOR
EXTERIOR k
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX.
SHIM SPACE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BYOT HERS TO BE
DESIGNED INACCORDANCEW/THASTME2112
REVISIONS
REV DESCRIPTION DATE I APPROVED
A REVISED ANCHOR SPACING & CHARTS 07/11/15 R.L.
B REVISED GLASS 10/02/17 R.L.
1 1/4" MIN.
1/4" MAX.
EMBEDMENT
SHIM SPACE
1 /
NTERIOR
MIN
N*.All=
EDGE
DISTANCE
#10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BYOTHERS
EXTERIOR
&APPROVED
SEALANT ---------- ---------------
- -
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
FLANGE INSTALLATION DETAILS
DRAWN: DWG NO.
N.G. 08-02545
scALE NTS I DATE 12/09/2014 1 SHEET 4 OF 11
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
494-88M609 ilomas@lAomaspe.mm
SIGNED: 1211412017
``\`J\5111�1II� ///z
�,••��OENSF'9�T�%
*• 0,.6�251
pT(�AfT�c�
ic�`•�.�OR10P•�Z'�
Luis R. Lomas P.E.
FL No.: 62514
1/2" MIN
EDGE DISTANCE
MET"'
STRUCTU
BY OTHE
APPROVED
SEALANT
1 /4" MAX.
SHIM SPACE
I I I11 ` #10 SMS OR
SELF DRILLING
SCREW
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
MET/
STRUCTUF
BY OTHEF
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1 /4" MAX.
SHIM SPACE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED IN ACCORDANCE WITHASTM E2112
#10 SMS OR
SELF DRILLING
SCREWS
1 �2'�—
MIN.
EDGE
DISTANCE
M ETA
STRUCTURE
BY OTHERS
REVISIONS
DESCRIPTION DATE APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED GLASS 10/02/17 R.L.
1 /4" MAX.
SHIM SPACE
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
FLANGE INSTALLATION DETAILS
DRAWN: DWG NO.
N.G. 08-02545
SCALE NTS JDATE 12/09/2014 1 SHEET 5 OF 11
L ROBERTO LOMAS RE
1432 WOODFORD RD LEWISV6.LE, NC27023
494-688-0609 AlomasiOldomaseexam
SIGNED: 12/14/2017
R I I10
p l TTATFFE OF
�'cF•' �ZOR10P� �'i,'\�
ONA 11E�G'\\
Luis R. Lomas P.E.
FL No.: 62514
2 1/2" MIN.
REVISIONS
EDGE DISTANCE
REV DESCRIPTION
DATE APPROVED
CONCRETE/MASONRY
A REVISED ANCHOR SPACING & CHARTS
07/11/16 R.L.
BY OTHERS ..
° e °
B REVISED GLASS
10/02/17 R.L.
Q 1 1/4" MIN.
°°' °'
OPTIONAL 1X BUCK ° °
.' a'• EMBEDMENT
SEE NOTES 3 - 7
1 1/4" MIN.
1/4" MAX.
SHEET 1
EMBEDMENT
SHIM SPACE
CONCRETE/MASONRY
1/4" MAX.
BY OTHERS r v
BACKER ROD
SHIM SPACE
•'v
& APPROVED
SEALANT
e
3/16" TAPCON
3/16" TAPCON o
"
d a
INTERIOR
INTERIOR
2 1/2"
MIN. v.
F—�,M
EXTERIOR
EDGE v
DISTANCE
• .
EXTERIOR
---- --
-_-_ _
- —
— --
— _
- - - — - -
& APPROVED
OPTIONAL 1X BUCK
SEALANT
SEE NOTES 3 - 7
SHEET 1
JAMB INSTALLATION DETAIL
CONCRETE,MASONRY INSTALLATION
BACKER ROD
SILL TO BE SET
& APPROVED
SEALANT
IN A BED OF
NOTES:
APPROVED
STRUCTURAL
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
OPTIONAL 1X BUCK
SEALANT
NOT SHOWN FOR CLARITY.
SEE NOTE 3 - 7
2.PERIMETER AND JOINTSEALANTBYOTHERS TOBE
SHEET 1
1/4" MAX
DESIGNED INACCORDANCEWITHASTME2112
SIGNED: 1211412017
SHIM SPACE
MI
WINDOWS AND DOORS LLC
���111I1/III
ASONRY
CONCRETEBYMOTHERS
650 WEST MARKET STREET
R• Lp/��j/
GRATZ, PA 17030-0370
`���`�g
v •�.�CEN`SF9�/ice
° n
" e.
SERIES
185 ALUMINUM SINGLE HUNG WINDOW*•
pyb}b1 �'
14
FLANGE INSTALLATION DETAILS
�� , TAT OF tD�
DRAWN:
DWG N0. REV
I 8 B
��l�sj0NAL11111
VERTICAL CROSS SECTION
SCALE NITS
DATE 12/09/2014 sOEET 65 OF 1 1
1Ea\�`�
CONCRETE/MASONRY INSTALLATION
L ROBERTO LOMAS RE
Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
FL No.: 62514
434-688-0609 dlomas@Idomaspe.00m
1/2" MIN
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD J
& APPROVED 1/4" MAX.
SEALANT SHIM SPACE
- ` #10 WOOD SCREW
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
TILL TO BE SET
N A BED OF
\PPROVED
;TRUCTURAL
;EALANT
1/4" MAX.
SHIM SPACE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED IN ACCORDANCE WITHASTM E2112
REVISIONS
DESCRIPTION DATE APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED GLASS 10/02/17 R.L.
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
1
1 /2"
MIN -EDGE INTERIOR
DISTANCE � / �A
#10 WOOD —�
SCREW
WOOD FRAMING EXTERIOR
OR 2X BUCK BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION -DETAIL--
__ — —WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 1211412017
MI DOORE ,T LLCI�oSTR���%
6soWINDOW WEST MARKET
v
GRATZ, PA 17030-0370
•��CENS� 9�1�.�`
= *• 0 6%1�
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
�.
FINLESS INSTALLATION DETAILS
��0�-• 55TATE pF
%O•IORIOP•
DRAWN:
DWG N0.
REV
N.G.
08
B
Luis R. Lomas P.E.
FL No.: 62514
502E545
c DATE
NTS 12/09/2014 7 OF 11
L. ROBERTO LOAMS P.E.
1432 WOODFORD RD LEWISVILLE, NC27023
434-68&0609 Alomaw@ldOmasne.aom
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
1/2" MIN
EDGE DISTANCE
1 /4" MAX.
SHIM SPACE
#10 SMS OR
SELF DRILLING
SCREW
INTERIOR
EXTERIOR
BACKER ROE
& APPROVE[
SEALANI
METAL
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARI7):
2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED INACCORDANCE MMASTME2112
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1 /4" MAX.
SHIM SPACE
#10 SMS OR
SELF DRILLING
SCREWS
1/2"
MIN.
EDGE
DISTANCE
1
METAL J
STRUCTURE
BY OTHERS
REVISIONS
OESCRIPTION DATE I APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED GLASS 10/02/17 R.L.
1 /4" MAX.
SHIM SPACE
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL-STRUCTUREINSTALLATION
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
— FINLESS INSTALLATION DETAILS
DRAWN: DWG NO. REV
N.G. 08-02545 B
SCALE NTS JDATE 12/09/2014 ISHEET8 OF 11
L ROBERTO LOMAS P.E
1432 WOODFORD RD LEWISVILLE, NC27023
434- 609 190-1110—pe mm
SIGNED: 1211412017
vJ�S\r' E N s.'�•ys�,,�
_*• 0,.651 •it_
V ST((ATE OF
ZORID �
js�NAL1Rc\1\5�
0
Luis R. Lomas P.E.
FL No.: 62514
2 1/2" MIN.
REVISIONS
EDGE DISTANCE
REV DESCRIPDON
DATE APPROVED
CONCRETE/MASONRY
.,
A REVISED ANCHOR SPACING & CHARTS
07/11/15 R.L.
BY OTHERS
'.
° ^
a ..° ..
°:
8 REVISED GLASS
10/02/17 R.L.
° `'
4
•° 1 1/4" MIN.
OPTIONAL 1X BUCK
4.
' EMBEDMENT
SEE NOTES 3 — 7
SHEET 1
f
1 1/4" MIN.
`
EMBEDMENT
CONCRETE/MASONRY
1/4" MAX.
BY OTHERS OPTIONAL 1X BUCK
BACKER ROD
SHIM SPACE
SEE NOTES 3 — 7
°'a
& APPROVED
SHEET 1
SEALANT
°
3/16" TAPCON
3/16" TAPCON /
1 4" MAX.
SHIM SPACE
INTERIOR
INTERIOR
2 1/2" °.
MIN. a
EDGE '
EXTERIOR
DISTANCE ' .. ' •' o'
.a EXTERIOR__--
_ -- — - ----- — —BACKER ROD
_
__ __
— -- & APPROVED
SEALANT
W�w
JAMB INSTALLATION DETAIL
SILL TO BE SET
CONCRETFJMASONRYINSTALLATION
IN A BED OF
BACKER ROD
B
APPROVED
& APPROVED
E" STRUCTURAL
SEALANT
SEALANT
NOTES:
--
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
OPTIONAL 1X BUCK
1/4" MAX,
NOTSHOWN FOR CLARITY.
SEE NOTE 3 — 7
SHIM SPACE
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SHEET 1
DESIGNED INACCORDANCEWITHASTME2112
SIGNED: 1211412017
MI WINDOWS AND DOORS LLC
���11iiiIIl/
CONCRETE/MASONRY
4
R• �O4Y/��
BY OTHERS
"
650 WEST MARKET STREET
GRATZ, PA 17030-0370
\\\\�5
90%,�
`�v •��GENS+�
°a.
<
°
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
=*• 0 51 *=
a
36" X 84"— LMI
— + st�(yC3��
FINLESS INSTALLATION DETAILS
; STATE OF ; 4,
VERTICAL CROSS SECTION
DRAWN: owc NO.
RB
CONCRETE,MASONRYINSTALLATION
08-02545
SCALE DATE SHEETS
NTS 12/09/2014 OF 11
L. ROBERTO LOMAS P.E.
Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE, NC27023
FL No.: 62514
434-688-0609 dlomas@Ulamaspe.aom
APPROVED
SEALANT
BEHIND FIN
i
7/16" MIN
EDGE DISTANCE
1 1/4" MIN.
EMBEDMENT
WOOD
FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
#8 WOOD SCREW
EXTERIOR
INTERIOR
7/16• MIN j
EDGE DISTANCE
#8 WOOD
SCREW
1 1/4" MIN.
APPROVED
EMBEDMENT
SEALANT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCKINSTALLATION
REWSIONS
DESCRIPTION DATE APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED GLASS 10/02/17 R.L.
WOOD FRAMING 1/4" MAX
BY OTHERS SHIM SPACE
SCREWOD
1 1/4" I INTERIOR
MIN.
EMBEDMENT
APPROVED
SEALANT
BEHIND FIN
7/16" MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
1/4" MAX NOT SHOWN FOR CLARITY:
SHIM SPACE 2.PERIMETER AND JOINTSEALANTBYOTHERS TOBE
DESIGNED INACCORDANCE WITH ASTM E2112 SIGNED: 12/14/2017
MI WINDOWS AND DOORS, LLC ���\s R 112o�/Gi
650 WEST MARKET STREET �\ \ 2J //
WOOD GRATZ, PA 17030-0370 `� •'�GENBF 9s/ice
FRAMING -
BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW*�•/� 0y� 61 *�
FIN INSTALLATION DETAILS �y0 • STATE OF
DRAWN: DWG NO. REV �'P••'cl0RI'D
SCALE DATE O8 S0EE545 B 1O1YA 11�;`\\��
NTS 12/09/2014 10 OF 11
L. ROBERTO LOAM P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE, NO27023 FL No.: 62514
43"W-0609 dlama9@L*n%asp9.aom
2 3/16"
13/16"
FLANGE FRAME HEAD
CM-18501
ALUMINUM 6063-T5.050'THICK
2 5/16" -1
3 3/8"
FLANGE FRAME SILL
CM-18502
ALUMINUM 6063-T5.055' THICK
-1 1 5/8"
t E'�T—
LOCK RAIL/STILE
CM-18605
ALUMINUM 6063-T5.062' THICK
1
GLAZING BEAD
CM-18536
RIGID PVC .050'THICK
1 7/8"
2 3I
7=7��T�
FLANGE FRAME JAMB
CM-18503
ALUMINUM 6063-T5.050' THICK
2 5/16"
2 13/1
FINLESS FRAME SILL
CM-18554
ALUMINUM 6063-T5.055' THICK
1 7/16"
l—lE -
2 5/16"-
L
SASH BOTTOM RAIL
CM-18555
ALUMINUM 6063-T5.050' THICK
�11 3/8" r
15/16" j
i bASH STILE
CM-18607
ALUMINUM 6063-T5.050' THICK
2 3/16" —{
1 5/16"
1 FINLESS FRAME HEAD
CM-18553
ALUMINUM 6063-T5.050' THICK
2 5/16"
3 3/4"
71-F�l
FN FRAME SILL
CM-18509
ALUMINUM 6063-T5.055' THICK
L
MEETING RAIL
CM-18504
ALUMINUM 6063-T5.055' THICK
2 3/16"
FINLESS FRAME JAMB
CM-18513
ALUMINUM 6063-T5.050' THICK
2 3/16" --{
2 5E
FIN FRAME HEAD
CM-18508
ALUMINUM 6063-T5.050• THICK
2_3/8" ---- F-
2 3/16"
FIN FRAME JAMB
CM-18510
ALUMINUM 6063-T5.050' THICK
REVISIONS
REV I DESCRIPTION I DATE APPROVED
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
B REVISED GLASS 10/02/17 R.L.
5/8"
1/8" ANN.
3/32 ANN.
.090 PVB BY KURARAY
3/32" ANN.
EXTERIOR
METAL REINFORCED
BUTYL SPACER
INTERIOR
1/2" BITE
SILICONE '
SEALANT
SETTING BLOCK
GLAZING DETAIL '
SIGNED: 1211412017
D LLC
MI WINDOW650
11�11 i� o
WEST MA ET STREET
`\\\J\5
GRATZ, PA 17030-0370
` v•��CENS� •d+��
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
+*• ,�10 51 *-
COMPONENTS
-;:-p • $TAT OF
DRAWN:
DWG N0.
REV
O��d' �[pR1QP ��
DS SOELS4S
a
SCALE DATE
NTS 12/09/2014 11 OF 11
L ROBERTO LOMAS AE
1432 WOODFORD RD LEWISVILLE, NC 27023
Luis R. Lomas P.E.
FL No.: 62514
434-W"609 r6omas@ldomaspe.mm
4/10/2018
Florida Building Code Online
FLORIDA 02PAMMGW OF U 4�lil
Business & Professional Regulation
BCIs Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts Publications I FBC Staff BCIS Site Map Links Search
Florida
• Y ++ r Product Approval
llR, I 'fa USER: Public User
Product Aoproval Menu > Product or AD Ilcation Search > Application Ust > pplication Detail
• FL #
P
FL5891-R6
Application Type
ReviiSion
Code Version
2017
Application Status
Approved
Comments
Archived
O
Product Manufacturer Therma Tru Corporation
Address/Phone/Email 118 I, dustrial Drive
Edgerton, OH 43517
(419)1298-1740
rickw@rwbldqconsultants.com
Authorized Signature Rick Wright
rickw@rwbidgconsultants.com
Technical Representative I
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category ExteriorPoors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
O Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon Schmidt, P.E.
the Evaluation Report
I
Florida License PE-434091
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2021
Validated By Ryan J. King, P.E.
R Validation Checklist - Hardcopy Received
Certificate of Independence FL5891 R6 COI (a) Certificate of Indeoendence.odf
Referenced Standard and Year (of Standard) Standard i
Year
ASTM E1886
2005
ASTM E1996
2009
ASTM E330
2002
ASTM E331
2000
TAS 202
1994
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floddabuilding.org/prlpr app_dU.aspx?param=wGEVXQwtDquw6mPlZhp%2fndkcOwkL6oisulUpE6KUpgM%3d 1/3
4/10/2018
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
10/17/2017
10%17/2017
10/,,22/2017
12/12/2017
i
FL #
Model, Number or Name
Description
5891.1
a. "FiberClassic"
6'8 "Impact" Opaque Fiberglass Single Door (X) Inswing or
Outswing Configuration
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL5891 R6 II (a) Inst 5891.1.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 5891.1 for Design Pressure Ratings by
FL5891 R6 AE (a) Eval 5891.1.pdf
specific Model and for any other additional use limitations and
Created by Independent Third Party: Yes
Installation instructions. (For FiberClassic doors, this product
approval requires the use of "I" part numbers for these doors,
which have been stained or painted within six months of
installation.)
5891.2
b. "SmoothStar"
6'8 "Impact" Opaque Fiberglass Single Door (X) Inswing or
Outswing Configuration
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL5891 R6 II (a) Inst 5891.2.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 5891.2 for Design Pressure Ratings by
FL5891 R6 AE (a) Eval 5891.2.g_df
specific Model and for any other additional use limitations and
Created by Independent Third Party: Yes
Installation instructions. (For SmoothStar doors, this product
approval requires the use of'7" part numbers for these doors;
which have been stained or painted within six months of
installation.)
5891.3
c. "Class[cCraft"
6'8 "Impact" Opaque Fiberglass Single Door (X) Inswing or
Outswing Configuration
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL5891 R6 II (a) Inst 5891.3.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 5891.3 for Design Pressure Ratings by
FL5891 R6 AE (a) Eval 5891.3.pdf
specific Model and for any other additional use limitations and
Created by Independent Third Party: Yes
installation instructions.
5891.4
d. "FiberClassic"
8'0 "Impact" Opaque Fiberglass Single Door (X) Inswing or
Outswing Configuration
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL5891 R6 II (a) Inst 5891.4.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 5891.4 for Design Pressure Ratings by
FL5891 R6 AE (a) Eval 5891.4.pdf
specific Model and for any other additional use limitations and
Created by Independent Third Party: Yes
Installation instructions. (For FiberClassic doors, this product
approval requires the use of "]" part numbers for these doors,
which have been stained or painted within six months of
installation.)
5891.5
e. "SmoothStar"
8'0 "Impact" Opaque Fiberglass Single Door (X) Inswing or
Outswing Configuration
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL5891 R6 II (a) Inst 5891.5.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 5891.5 for Design Pressure Ratings by
FL5891 R6 AE (a) Eva[ 5891.5.pdf
specific Model and for any other additional use limitations and
Created by Independent Third Party: Yes
installation instructions. (For SmoothStar doors, this product
hftpsJ/www.floridabuilding.org/pr/pr app_ U.aspx?param=wGEVXQwtDquw6mPlZhp%2fid iCOWKL6oisulUpEoKUpgM%3d 2/3
4/10/2018 Florida Building Code Online
approval requires the use of "J" part numbers for these doors,
which have been stained or painted within six months of
installation.)
5891.6 I f. "ClassicCraft" 18'0 "Impact" Opaque Fiberglass Single Door (X) Inswing or
Outswing Configuration
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL5891 R6 II (a) Inst 5891.6.Ddf
Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 5891.6 for Design Pressure Ratings by FL5891 R6 AE (p) Eyal 5891.6.pdf
specific Model and for any other additional use limitations and Created by Independent Third Party: Yes
installation instructions.
I
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I
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please click here .
Product Approval Accepts:
ME ® ® check M
Safe
security.mrrims-
hftps://www.floddabuilding.org/prlprapp_ U.aspx?param=wGEVXQwtDquw6mPlZhp%2fndkcOWkL6oisulUpEoKUpgM%3d 3/3
THERMAITRU 0
THERMA TRU DOORS
1 18 INDUSTRIAL DR., EDGERTON, OH 4351 7
3FOn y 6r8rr
"SMOOTH STAR"
FIBERGLASS SINGLE DOOR
INSWING / OLITSWING
'IMPACT"
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 6th Edition (2017)
Florida Budding Code (FBC) structural requirements excluding the "High Velocity
Hurricane Zone" (HVHZ).
2. Product anchors shall be as fisted and spaced as shown on details. Anchor
embedment to base material shall be beyond wall dressing or stucco._
3. When used in areas requiring wind bome debris protection this product compiles
with FBC Sections 1609.1.2 & R3012.1.2 and does not require an impact resistant
covering. This product meets missile level "U' and excludes Wind Zone 4 as defined
in ASTM E1996 and FBC Sections 1609.1.42 & R301.2.1.2.1.
4. For 2x stud framing construction, anchoring of these units shall be the some as that
shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
I
Typical elevations, design pressures & general notes
2
Door panel detalls
3
Horizontal cross sections
4.
Vertical Goss sections
5
Buck and frame anchoring - 2X buck masonry construction
6
Frame anchoring - I X buck masonry construction
7
BiT of Materials & Components
37.59" MAX. OA.
FRAME WIDTH
36.00" MAX.
PANEL WIDTH
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BUCK ANCHORING STRIKE JAMB
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints.
2. Concrete anchor locations noted as MAX. ON CENTER must be adjusted to
maintain the min, edge distance to mortorjoints, additional concrete anchors
may be required to ensure the MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor fable:
ANCHOR
ANCHOR
MIN
MIN CLE.............................RANCE ,
MIN CLEARANCE:
TYPE
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ULTRACON
WOOD SCREW
INSTALLATION NOTES:
1. Maintain a minimum 5/6' edge distance, 1"end distance, & 1"o.c. spacing
of wood screws to prevent the splitting of wood.
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CONCRETE ANCHOR NOTES. a-,
1. Concrete anchor locations at the comers maybe adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to 9 > >6
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the'MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
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.. . . .... . MJN..,.CLEARANC-f'.--
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WOOD SCREW INSTALLATION NOTES: FL-5897.2 23
7. Maintain a minimum 5/8"edge distance, I"end distance, & I o.c. spacing a
of wood screws to prevent the splitting of wood. ISHEEr _6_ oF_Z ro
.MIN.
CLEARANCE: