HomeMy WebLinkAboutPRODUCT APPROVAL9/20/2018 Florida Building Code Online
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pr Pmaud AOnmval Menu> Pr ud or Aoelivlbn SearM>ApyHmHaq Ust> Appl;raUon Befall SCANNED
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance. Representative
Address/Phone/Emali
Category
Subcategory
Compliance Method
FL27403 St. Lu BY
New
2017
Approved
Carports Anywhere
10858 S.E. County Road 221
Starke, FL
(352) 468-1116
bodom@carportsanywhere.com
Brandle Odom
bodom@arportsanywhere.com
Structural Components
Structural Wall
Evaluation Report from a Florida Registered Architect or a Licensed Florid;
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Terrence E. Wolfe
Evaluation Report
Florida License
PE-44923
Quality Assurance Entity
PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date
06/13/2023
Validated By
Gary Hartman, P.E.
Validation Checklist - Hardoopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
CertlOed By
Sections from the Code
FL27403 RO COI Letter of Cettifiation.pdf
Standard
ASTM E 1592
ASTM E 330
,-loco
Year
2005
2002
httpsJAw .floddabuilding.org/pr/pr ppp_d8.aspx?param=wGEVXQwtDquHOE2YweYa2bOsAuSaRl0°/a2fsNildtG61C°/a2N/a2bLV98RAA3xJ6YA°/a3dp/aid 1/2
9120/2018
Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted
06/18/2018
Date Vandated
06/19/2018
Date Pending FBC Approval
06/27/2018
Date Approved
08/15/2018
5 a products
FL*
Model, Number or Name
Description
27403.1
Hampton Rib Wall Panel
Hampton Rib Wall Panel over open Framing
Limits of Us
Installation Instructions
far use in HVHZ: No
FL27403 RO It Hampton Rib Wall Panel Secured.odf
Verified By: Terrence E. Wolfe, P.E. 44923
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-57,3 psf
Evaluation Reports
Other: See Evaluation Report for various Design Pressures.
FL27403 RO AE Hampton Rib Wall Panel Secured.pdf
Created by Independent Third Party: Yes
Install per Manufacturer's Details. Not for use in HVHZ Zones.
27403.2
Resi-lap Siding Wall Panel
Res! -Lap Siding Wall Panel over open Framing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL27403 RO H Resi-Lao Wall Panel seaned.pdf
Verified By: Terrence E. Wolfe, P.E. 44923
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +40.0 psf/-37.0 psf
Evaluation Reports
Other: +40.0 psf at 4'-0" o.c -37.0 psf at 4'-0" o.c. Install per
Manufacturer's Details. Not for use in HVHZ Zones.
FL27403 RO AE Resi-Lao Wall Panel semred.pdf
Created by Independent Third Party: Yes
Da@ E
Contad Vs :: 2601 Blair Stone Road Tallahassee R 32399 Phone: 85"W-1824
The State of Florida is an AA/Ee0 employer. Wjvdaht20117-2013 State of Florlda.:: Privaa Statement :: Accessibility Statement :: Refund statement
Under Florida law, mall addresses are public records. If you do not want your e-mail address released In response to a pubiit-reopNs request, do not send electranb
mall to this enfify. Instead, contad the office by phone or by traditional mall. If you have any questions, please contact 850AB7.1395. *Pursuant to Sedion 455.275(1
Florida statutes, effective October 1, 2012, Bcensees llcensed under Chapter 455, F.S. must pmvlde the Department with an ¢mall address If they have one. The emal
prmvhbxf may be used for oBidal mmmunleatlon with the Bccnsee. However email addresses am public rewrd. If you do not wish to supply a personal address, pleas
provide the Department with an email address which son be made available to the public. To determine If you are a Ilcensee under Mapter 455, RS" please click Iles
product Approval Accepts:
M=1®
Credit Card
Safe
httpsJPwww.floddabuilding.orgfpripr app d8.aspx?param=wGEVXQwt0quHOE2Ywe%2bOsAuSaR10%2fsNjldto6lC%2N/2bLV98RAA3xJ6YA%3da/aid 212
Force Engineering 8c Testing Inc.
19530 Romblevmud Drive
Humble,TX77338
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Wall Panel over open framing
Florida Product Approval # 27403.1
Florida Building Cade 2017
Per Rule SIG20-3
Method: 2—B
Category: Structural Components
Subcategory: Structural Wall
Compliance Method: 61G20-3.005(2)(b)
NON HVHZ
Product Manufacturer:
CarportAnywhere
10858 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID: 1920
Validator:
Gary Hartman, P.E. #73227
Contents:
Evaluation Report Pages 1-4
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'� • STATE OF
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FL# 27403.1
Ju.o1z 18, zois
tering
Pozce EnginTesting Inc.
19530 Ramblewood Drive
Homble,TX77338
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1709.2.
Product Description: Hampton Rib 26 Ga. and 29 Ga. Steel Wall Panel, 36" Wide, through fastened
structural wall panel. Structural Application.
Panel Material/Standards: Material:
26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50
29 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 80
Conforming to Florida Building Code 2017 Section 1405.2.
Panel Dimension(s): Thickness: 26 Ga.: 0.0185" min. order thickness
29 Ga.: 0.0142" min. order thickness
Width: 36" maximum coverage
Rib Height: V" major rib at 9" O.C.
Panel RDllformer: MRS Metal Rollforming Systems
Panel Fastener: #12-14 x Y" HWH SD#3 with 14mm neoprene bonded washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017.
Substrate Description: Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel
framing, or Minimum 18 Ga. (Grade 50) Steel framing. See Table A & B forsteel
gauge. Framing must be designed in accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Table "A" 26 Ga. Hampton Rib Wall Panel
Maximum Design Pressure:
-57.3 psf
-72.9 psf
-67.7 psf
+46.9 psf
+543 psf
Panel Fastener Pattern:
2-1-2-1
2-1-2-1
2-1-2-1
2-1-2-1
2-1-2-1
Panel Span:
5'-W O.0
4'-0" O.0
4'-0" O.C.
51-0" O.0
4'-0" O.C.
Substrate:
MN. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
*Design Pressure includes a Safety Factor= 2.0.
x%cE
No. 40
rrt al��I
/i � F� • cn
mob. STATE OF ;r
9s'. 4
AL0R1
i 'fy ? .
s' i�,',,fONA4•EN0�,`
rrrl F111F1tt,
FL# 27403.1
Jrt.vte.18, 2-018
Force Engine r i g & Testing Inc.
19530 Rumbleerood Drive
Hembl.; X77336
Table "B" 29 Go. Hampton R3 Wall Panel
-Maximum Design Pressure:
-57.3 psf -
-150.9 psf- -
- +39.0 psf ---
- ♦143Fpsf - -
FastenerPattern:
Fastener sparing.
4'-W O.C.
2'-0" O.C.
4'-0" O.C.
2•-0" O.C.
•Design Pressure Includes a Safety Factor= 2.0.
Code Compliance:
The product described herein has demonstrated compliance with
The Florida Building Code 2017, Section 1709.2.
Evaluation Report Scope:
The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61G20-3.
Performance Standards:
The product described herein has demonstrated compliance with:
• ASTM E 1592-05 (2012) Test method for structural performance of
sheet metal roof and siding systems by uniform static air pressure
difference
Reference Data:
1. ASTM E 1592-05 (2012) Test
Force Engineering & Testing, Inc. (FBC Organization OTST-5328)
Report No. 667-006OT-18A-E, 667-ODSIT-IBA-D
2. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization 0 ANE ID: 1920)
Quality Assurance Entity:
The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
Installation:
Install per manufacturer's recommended details.
Insulation:
Manufacturers approved product (Optional)
Panel Fire Classification:
Fire classification is not part of this acceptance.
FL# 27403.1
J1,L.P,.e,18, 2-018
/']0
Force Enginccring Sc Testing Inc.
19530 Rnmbl.od Drive
Humble.TX 77338
Shear Diaphragm: Shear diaphragm values are outside the scope of this report
Design Procedure: Based on the dimensions of the structure, appropriate wind loads are -
determined using Chapter 16 of the Florida Building Code 2017 for wall cladding
wind loads. These component wind loads forwall dadding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover. Support framing must be in compliance with Florida Building Code 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
E. F.rzrb
CE NS
Fr
No. 40
v ST'ATE OF : a
4,
'PD.ri. AL0 ILT.ODA
FL# 27403.1
JwKe.18, 2018
26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
112-14 x 3/4' HIM SO3 W/ 14MM BONDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6"
6• _ . - 3'- . _ 6 _ . _ 3•- . _ 6' 3' 6' 3'
#12-14 x 3/V HYM S03 W/ 14MM BONDED NEOPRENE WASHER
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`C USE0.; PubVc Uscr
i"dvotAPR..wl Meaa>pmduo or AZ!.1 enSeaMh> Aaapcatfon Ust> ApplImUon 0e 1
-j..
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category
Subcategory
Compliance Method
FL27402
New
2017
Approved
Carports Anywhere
1
fill , IiE-:
Pu6r=Uons eantactUs : eassteiiap Wks search
10858 S.E. County Road 221
Starke, FL
(352) 468-1116
bodom@catportsanywhere.com
Brandie Odom
bodom@carportsanywhere.com
Structural Components
Roof Deck
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Terrence E. Wolfe
Evaluation Report
Florida License
PE-44923
Quality Assurance Entity
PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date
06/23/2023
Validated By
Gary Hartman, RE,
I Validation Checklist- Hardcopy Received
Certificate of Independence
FL27402 Re COI Letter of Certificatlon.Rdf
Referenced Standard and Year (of Standard)
Standard Year
ASTM E 1592 2005
FM 4471 1992
Equivalence of Product Standards
Certiried By
Sections from the Code
Product Approval Method Method 1 Option D File COPY
hBps:IA w .0oridabuilding.org/pr/prl app d0.aspx?paramzvGEVXQwIDquHOE2Ywe%2bOsJNKRVGZO%2f8UxBWJ%2f6gJZTtetZclmp4BYw%3d%3d 112
Date Submitted
06/18/2018
Date Validated
06/19/2018
Date Pending FBC Approval
06/Z7/2018
Date Approved
08/15/2018
summary of products
F1-i< Model, Number or Name
Description
27402.1 Hampton Rib Roof Panel
Hampton Rib Roof Panel over Open Framing
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-57.3 psf
Other. See evaluation-reportfor variousdesignpressures.
Install per Manufacturer's details. Not for use In HVHZ Zones.
F12740Z RO If Hampton Rib Roof over Open Framina
Secumd.pdP
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL27402 RO AE Hampton Rib Roof over Open Framing
Secured. Created by by Independent Third Party: Yes
-
Contort Us:: 2601 Blair Stone Road. Talizhassee EL 32399 Phone: 850.437-IB24
The State of Fladda is an Aa/EEO employer. Copyright 2002-20136tate of Fl4dda ::P"vacv_¢tatement::P¢ess16RN 5rahment;: geNnd statement
Florida law, emall addresses am pubiic =Ms. If you do It lot your a -mall address released in response to a public -records rmuest d4 not send ele
on be made available to the while. Tb detarnine if you am a 8mnsee, under Gaptcr 455, Fs. please
Pmduet Approoal Accepts:
%clvTil�'AiETRIce,,
https:IAvww.flaridabuilding.org/prfpr app_dU.aspx7pamm-vGtVXQMDquHOF2Ywea/o2bOsJNKRVGZO%2BUxBWJ%2f6gJZTtctzclmp4BYw%3dY3d 212
FL# 27402.1
1'
Force Engineering & Testing Inc.
19538 Rambi..d Drive
Humble,TX 77338
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Roof Panel over open framing
Florida Product Approval # 27402.1
Florida Building Code 7017
Per Rule GIG20-3
Method: I—D
Category: Structural Components
Subcategory. Roof Deck
Compliance Method: G1G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Carport Anywhere
10858 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID: 1920
Validator•
Gary Hartman, P.E. #73227
Contents:
Evaluation Report Pages 1-4
`3ttd t t n r t rr7j�
E_ . 'ACE .. k, r'i
C E tf
No. 4 9
5TATEOF ;of
Jwtiei 18, 2-018
Force Engineering & Testing Inc.
195301tamblewood Drive
Humble,TX 77338
Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1504.7.
Product Description:
Hampton Rib 26 Ga. and 29 Ga. Steel Roof Panel, 36" Wide, through fastened
structural roof panel. Structural Application.
Panel Material/Standards:
Material:
26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50
29 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 80
Conforming to Florida Building Code 2017 Section 1507.4.3. Optional paint finish.
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2017, Section 1507.4.3.
Panel Dimension(s):
Thickness: 26 Ga.: 0.0185" min. order thickness
29 Ga.: 0.0142" min. order thickness
Width: 36" maximum coverage
Rib Height: s/." major rib at 9" O.C.
Panel Rollformer: MRS Metal RGllforming Systems
Panel Fastener:
#12-14 x'/." HWH SD#3 with 14mm neoprene bonded washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017, Section 1507.4.4.
Substrate Description:
Minimum 14 Ga. (Grade 50) Steel framing, Minimum.16 Ga. (Grade 50) Steel
framing, or Minimum 18 Ga. (Grade 50) Steel framing. See Table A & 8 for steel
gauge. Framing must be designed in accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Table "A" 26 Ga. Namntan Rib Roof Panel
Maximum Design Pressure:
-57.3 psf
-72.9 psf
-67.7 psf
M6.9 psi
•54.7 psf
Panel Fastener Pattern:
2-1-2-1
2-1-2-1
2-1-2-1
2-1-2-1
2-1-2-1
Panel Span:
51-T O.C.
4'-0' O.C.
4'-0" O.C.
5'-0" O.C.
4'-0" O.C.
Substrate:
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Design Pressure includes a Safety Factor = 2.0.
FLfi 27402.1
aaaaaaNtC f f'
E E,r2/+
No. 449V
STATE OF ;
of
%W. pL0RIDA. -4,�
se..rvmr +i P • • a . i
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Force Enginccnng & Testing Inc.
19530 RamblRwaod Ddve
13umble,TX 77339
Table'0" 29 Ga_ Hameton Rih R—f Ronal
Maximum Design Pressure:.
_ -57.3 psf
-1509 psf
+39.Opsf
+143.1 psf
Fastener Panem:
fi'-3"-6'-3"-6'-3"•6'
6'-3"-6'-3"-6'-3--6"
6'-3'•6'-3"•6"-3"-6'
6"-3'-6'-3"-6"-3"-6"
FastenerSparing:
4'-0'O.C.
V-0"O.C.
4'-0'O.C.
T-0"O.C.
Design Pressure includes a Safety Factor =2.0.
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2017, Section 1504.3.2, 1504.7.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• ASTM E 1592-05 (2012) Test method for structural performance of
sheet metal roof and siding systems by uniform static air pressure
difference
• FM 4471-92- Foot Traffic Resistance Test
Reference Data: 1. ASTM E 1592-05 (2012) Test
Force Engineering & Testing, Inc. (FBC Organization 9 TST-5328)
Report No. 667-006OT-18A-E, 667-OO61T--18A-D
2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 667-006OT-18F, 667-0061T-IBE
3. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 449231 @ Force Engineering & Testing, Inc.
(FBC Organization if ANE ID: 1920)
Test Standard Equivalency: The FM 4471-10, Foot Traffic Resistance test standard is equivalent to
FM 4471-92.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
FL# 27402.1
,`�l1nu rtlrr�r�
E. E
140. *�
STATE OF
:A AZ A
m.arrrsa % Fy; . • Oki D
Ju.prk.18, 2018
Force Engineering Rc Testing Inc.
10510 Ramble od Drive
HumblgTX T7318
Minimum Slope Range:
Minimum Slope shall comply with Florida Building Code 2017, including Section
1507.4.2 and in accordance with Manufacturers recommendations. For slopes
less than 3:12, lap sealantmust be used in the panel side taps.
Installation:
Install per manufacturer's recommended details.
Insulation:
Manufacturer's approved product (Optional)
Roof Panel Fire Classification:
Fire classification is not part of this acceptance.
Shear Dlaphragm:
Shear diaphragm values are outside the scope of this report
Design Procedure:
Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2017 for roof cladding
wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference In his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover. Support framing must be in compliance with Florida Building Code 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
FL# 27402.1
11,0
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--
^s' STATE OF
'.Da` • 8Z ORI 9 A ••4, Z
s�.sr,�. �� PS . • . 15'�.
is°m'v .."' O NJiFA s 141 N�
Jtt4g'&18, 2-018
26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
#12-14 x 3/4' HINH SD3 VI/ 141M BONDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6°-3"-6"
6' �'� _ 6' — . _ 3 _ . _ 6' J.
6" 3'
`a12-14 x 3/4' HM S031V/ 14M.1.1 BONDED NEOPRENE WASHER
Smo Of FloedQ
C.O.A.
deTRi
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N0.44923"
STATE OF
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,'',1_U I 1 8 2018
3/3012018 Florida Building Code Online
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acts Home I Log In I User RegUtrad.p I HOMPlc SubMt sunrarge sores a Fats wbumda. rae Stag I Ras sae Hap lints I SearA
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a �' \�T r '�9 ProductApproval
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• FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Emall
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
FL17996-RI
Affirmation
2017
Approved
Documentation from approved Evaluation or Validation Entity
SGAMMM
BY
St. LucieCou*
Elixir Door and Metal Company
1215 Pope Drive
Douglas, GA 31533
(912) 493-2215
ryarberry@elixirdmc.com
Randall Yarberry
ryarberry@elixirdmc.com
PTC Product Design Group
PO Box 520775
Longwood, FL 32752
(321) 690-1788
info@ptc-corp.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
American Architectural Manufacturers Association
American Architectural Manufacturers Association
Standard
ASTM E330
Year
2002
File COVY
I affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
Yes No N/A
F�i3 ur - t . tliiFkI'ZII:�.IIi)FL:i)
https:l/www.floridabuilding.orglpr/pr app_d8.aspx7pamm=wGEVXQwtDquTluhTgK2Yo2bd3R%2b%2bN%2f8fI0s9RCIoMU%2bfRDgsg3ZdG)XIwY°3d%3d
3/30/2018 Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page Q
01/29/2018
01/29/2018
02/04/2018
0 0 Page l/20 0
FL #
Model, Number or Name
Description
17996.1
Serles 202-20S Steel Door
Series 202-20S Steel O.S. Door w/ Vertical Slider Window
Limits of Use ..Certification
Agency Certificate.
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL17996 Rl C CACXR 202-20S Vertical Slider ASTM E330
plusS,Pdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +30/-30
12/03/2018
Other:
Installation Instructions
FL17996 RI 11 EUX0034 Rev A Series 202-20S S5.ptlf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1642 Rev3 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.2
Series 230 W9 Steel Door
Series 230 W9 Steel O.S. Door w/ Cottage Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CAC EXR 230 W9 Cottage ASTM E330
Approved for use outside HVHZ: Yes
pus df
Impact Resistant No
Quality Assurance Contract Expiration Date
Design Pressure: +30/-30
1Z/03/2018
Other:
Installation Instructions
R17996 RI If EUX0033 Rev A Series. 230 W9 SS.odf
Verified By: Robert 1. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1642 Rev3 415-0705 ss odF
Created by Independent Third Party: Yes
17996.3
Series 402-14
Vinyl Steel Out -Swinging Regular Door - 14"x14" Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL17996 RI C CAC EXR 4Q2-14 E330 oius5.odf
Quality Assurance Contract Expiration Date
Impact Resistant No
09/14/2020
Design Pressure: +40/-40
Installation Instructions
Other:
FL17996 Rl iI ELIX0050 REV -A OS MODEL 402-14 ss.pdf
Verified By: Robert I Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1951 Revla 415-070S s &dE
Created by Independent Third Parry: Yes
17996.4
Series 402-20S
Vinyl Steel Out -swinging Regular Door- 20" slider window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 R3 C CAC EXR 402-205 E330 oius5.odf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
09/14/2020
Design Pressure: +40/-45
Installation Instructions
Other:
FL17996 RI II EUX0051 REV -A OS MODEL 402-20S ss.odf
Verified By: Robert 3. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1951 ReVla 415-070S ss.oLlf
Created by Independent Third Party: Yes
17996.5
Series 407
Vinyl Steel Out -swinging Regular Door- Blank (no window)
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RI C CAC EXR 407 E330 oius5.pd1
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2020
Design Pressure: +40/-45
Installation Instructions
Other:
FL17996 RI II EUX0052 REV -A OS MODEL 407 ss pdf
Verified By: Robert 3. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
https://www.flofldabuilding.orglprlpr app d8.aspx7pamm-vGEVXQwtDquT[uhTgK2%2bd3R%2b%2bN%2f8f10s9RCIoMU%2bfRDgsg3ZdGjXlw%3d%3d
3/30/2018
Florida Building Code Online
FL17996 R1 AE PER 1951 Rev1a 415-0705 ss.pdf
Created by Independent Third Party: Yes
17996.6
Series 430 W9
Vinyl Steel Out -swinging Regular Door - 9-Lite Window (1'8" x
3'0")
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CAC EXR 430-W9 E330 olus5.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant No
09/14/2020
Design Pressure: +33/-40
Installation Instructions
Other.
FL17996 RI II ELIX0053 REV -A OS MODEL 43D-W9 ss.olj(
Verified By: Robert J. Amomso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R3 AE PER 1951 Revla 415-0705 ss.pdf
Created by Independent Third Party: Yes
17996.7
Series 6400 W9 Cottage
Series 6400-W9 Non -Impact Inswing Painted Steel Door
w/Storm Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ- No
FL17996 Ri C CAC EXR 6400 E330 olus5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/16/2019
Design Pressure: +66/-56
Installation Instructions
Other.
FL17996 RI 11 ELIX0056 Rey -A IS MODEL 6400-W9 WITH
STORM DOOR ss.pdf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1954 Rev2 415-0705 ss.odl
Created by Independent Third Party: Yes
17996.8
Series 7500 Oval
Series 7500 Non -Impact Inswing Vinyl Laminated Steel Door
w/Adjustable Threshold
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL17996 Rl C CAC EXR 750D Oval 21 adjustable threshold
E330 olus5.odf
Impact Resistant No
Quality Assurance Contract Expiration Date
Design Pressure: +34/-50
09/17/2019
Other:
Installation Instructions
FL17996 RI II Er iX0055 R v-A IS MODEL 7500 OVAL 21
WITH ADIUSTABLE THRFESHOLD ss.Ii f
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1955 Rev2 415-0705 ss,jig
Created by Independent Third, Party: Yes
17996.9
Series 7500 Oval
Series 7500 Non -Impact Inswing Vinyl Laminated Steel Door
w/Storn Door and PVC Jambs
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL17996 RI C CAC EXR 7500 Oval 23 E330 oiusS&ff
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/16/2019
Design Pressure: +50/-50
Installation Instructions
Other:
FL17996 RI II ELFX0060 Rev -A IS MODEL STR 7500 23
OVAL WITH STORM DOOR ss.pdf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1955 Rev2 415-0705 ss.bdf
Created by Independent Third Party: Yes
17996.10
Series 8400 W9 Cottage
Series 8400-W9 Non -Impact Oval Inswing Vinyl Laminated
Steel Door w/Storm Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CAC EXR 8400 E330 P1usS,pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/16/2019
Design Pressure: +50/-50
Installation Instructions
Other:
R17996 RI IT ELD(0057 Rev -A IS MODEL 8400-W9 OVAL
WITH STORM DOOR ss.pdf
Verified By: Robert J. Amcruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1954 Rev2 415-0705. ss.pdf
Created by Independent Third Party: Yes
httpsJAvww.fioridabuilding.org/pr/pr app d0.aspx?param=wGEVXQwIDquTluhTgK2%2bd3RY"2b%2bN%2f8fj(1s9RCIoMU%2b07DgsgMGjXiw%3d%3d
3130/2018
Florida Building Code Online
17996.11
Series 9000
Series 9000 Non -Impact Inswing Vinyl Laminated Steel Door
w/Storm Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RI C CAC EXR 9D00 50 E330 olus5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/16/2019
Design Pressure: +50/-50
Installation Instructions
Other.
FL17996 RI II ELD(0058 Rev -A IS BLANK 9000 DOOR W.
STORM DOOR ss.odF
Verified By: Robert 3. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1954 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.12
Series 9400 Cottage
.Series 9400-W9 Non-ImpactInswing Vinyl Laminated Steel
- -- --
- -
Door-w/Storm-Door - - -
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RI C CAC EXR 9400 E330 olus5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact ResistanU No
09/16/2019
Design Pressure: +50/-50
Installation Instructions
Other:
FL17996 RI 11 ELIX0059 Rev -A IS MODEL 9400-W9
COTTAGE W. STORM DOOR ss.Rdf
Verified By: Robert]. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1954 Rev2 415-0705 ss.pd(
Created by Independent Third Party: Yes
17996.13
Series AFIF7N
Series AFIF7N Non -Impact IS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL17995 R3 C CAC EXR AFIF7N E330 olus5.o�1
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2019
Design Pressure: +38/-38
Installation Instructions
Other:
FL17995 R1 It ELIX0040 AFIF7N-BFIF7N RevA SS.Ad
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1952 RevRev2 415-0705 ss.pdf
Created by Independent Third Party: Yes
17996.14
Series AFOF7N
Series AFOF7N Non -Impact OS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RI C CAC EXR AFOF7N E330 o u df
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2019
Design Pressure: +38/-38
Installation Instructions
Other:
FL17996 R3 II ELIX004Z AFOF7N-BFOF7N RevA W.Pff
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
EL17996 R1 AE PER 19SZ Rev2 415-0705 ssod
Created by Independent Third Party: Yes
17996.15
Series AVIF7N
Series AVIF7N Non -Impact IS Steel Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 R3 C CAC EXR AVIE7N E330 olus5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/05/2020
Design Pressure: +25/-25
Installation Instructions
Other:
FL17996 RI II ELIX0047 AVIF7N-BVIF7N RevA ss.odf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1953 ReV2 415-0705 ss.odf
Created by Independent Third Party: Yes
'
17996.16
Series AVOF7N
Series AVOF7N Non -Impact OS Steel Doors
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
Fi 179 6 Rl a YR AVQl2 0 IisS.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/06/2020
Design Pressure: +21/-21
Installation Instructions
Other:
FL17996 RI II ELIX0048 AVOF7N-BVOF7N RevA ss.pdf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
https:lAvww.flofldabuilding.org/prlpr app_ tl.aspx?param-wGEVXQwtDquTlubTgK2%2bd3R%2b%2bN%2f8gOs9RCIoMU%2bfRDgsg3ZdGjX[w%3d%3d
3/30/2018
Florida Building Cade Online
Evaluation Reports
FL17996 RI AE PER 1953 Rev2 415-0705 ss:odf
Created by Independent Third Party: Yes
17996.17
Series BFIF7N
Series BFIF7N Non -Impact IS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 Rl C CAC EXR BFIF7N E330 DIus5.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/15/2019
Design Pressure: +38/-38
Installation Instructions
Other:
EL17996 RI II ELD(0040 AFIF7N-BFIF7N RevA SS.pdf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1952 Rev2 41510705 ss.pdf
Created by Independent Third Party: Yes
17996.18
Series BFIF7S
Series BFIF7S Non -Impact IS Fiberglass French Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CAC EXR 8FIF75 E330 olus5.gd
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/1512019
Design Pressure: +38/-38
Installation Instructions
Other:
FL17996 RI 11 ELD(0046 BFIF7S RevA ss.pdf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1952 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.19
Series BFOF7N
Series BFOF7N Non -Impact OS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RI C CAC EXR BFOF7N �
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant No
04/06/2020
Design Pressure: +30/-30
Installation Instructions
Other:
FL17996 1 11 EUX0042 AMF7N-BFOF7N ReyAd
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1952 Rev2 415-0705 ss.pd
Created by Independent Third Party: Yes
17996.20
Series BVI63S
Series BVI63S Nan -Impact Single Inswing Door w/Fixed Lite
Insert and Outswing Storm Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
R17996 RI C CAC EXR 8VI63S E330 plus5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
12/17/2021
Design Pressure: +65/-65
Installation Instructions
Other:
FL17996 RI II EUX0061 BVI63S RevA ss.pdf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 2244 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
Go to Page 0
BaQ< Hex,
0 0 Page l/ 2 0 0
ContaU as :: 2601 Blair Stone Read, Tallahassee FL 32399 phone: B50487-1824
The state of Florida Is an AAJEEO employer. Cho ydyM 200)-2013 Stale of Florida.:: Driww Statement :: AazssibIN Statement :: Refvnd Statement
Under Florida law, email addresses are public moords. If you do not want your e-mail address released In response to a pubic -records mquasq do not send electronic
mail to thus entity. instead, contact the office by phone Or by haditunal mail. If you have a" questions, please m eact SM.487.1395.'Persuant to section
455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under chapter 455, FS. must provide Me Department with an ¢mall address If they have
one. The malls provided may be used for official communication Win Me llwnsee. However mad addresses are public record. If you do not wish to supply a personal
address, please provide Me Department with an mall address which col be made available M the public To determine if you are a pomace under Chapter 455, FS.,
please click beM.
Product Approval Accepts:
"IT® R.�; E9 M
https:/Avm.fioddabuilding.org/pr/pr app d0.aspX?pamm=wGEVXQwtDquTluhTgK2/2bd3R%2b%2bNYo2f8fCs9RCIoMU%2bfRDgsg3ZdGjXlw%3d%3d
3l M018
Florida Building Code Online
Credit Card
Safe
https:ffwww.floddabuilding.orgfprlpr app dfl.wpx?pamm= GEVXQwtDquTluhTgK2%2bd3R%2b%2bN%2f8rjjOsgRC[oMU%2bfRDgsg3ZdGjX[w%3d%3d
ELIXIR DOOR & METAL CO.
MODEL 407 NON -IMPACT OUTSWING
VINYL LAMINATED STEEL DOOR
GENERAL NOTES:
I. THE PRODUCTANCHORAGE SHOWN HEREIN 15 DESIGNEE
TO COMPLY WITH THE CURRENT EDITION OF THE
FLORIDA BUILDING CODE (FBC) EXCLUDING HIGH
VELOCITY HURRICANE ZONE AND THE DESIGN
PRESSURES) STATED HEREIN,
Ia. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED
UPON SIGNED AND SEALED TEST REPORT DALLAS
LABORATORIES, INC. I94278 AND ASSOCIATED
LABORATORY STAMPED DRAWINGS.
REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE
SYSTEM COMPLYING WITH THE FOG REQUIREMENTS FOR
WINDBORNE DEBRIS REGIONS IS MANDATORY FOR THE
PRODUCT HEREIN.
4 FRAME MATERIAL: ALUMINUM ALLOY W 6]-T6
DOOR PANEL- MATERIAU.09 MIL VINYL LAMINATED
GALVANIZED STEEL.015' SKIN WE URETHANE FOAM CORE.
7. DESIGNATIONS'%' STANO FOR THE FOLLOWING:
2. ADEQUACY OF THE EXISTING STRUCTURAL 2X FRAMING
X: OPERABLE PANEL
ORSTEELFRAMING ASA MAIN WINO FORCE RESISTING
O:FIXEDPANEL
SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE
S. HARDWARE:
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER
A HALF HINGES:(4)606}T6EXTRUDEDALUMINUM
ORARCHITECTOFPECORD.
B, LATCHLOCKKEYED
C. DEAD BOLT: SINGLE CYLINDER
3. WAND 2X SUCKS (WHEN USED) SHALL BE DESIGNEDAND
ANCHOREOTOPROPERLYTRANSFERALLLOADSTOTHE
O. SEE SHEETI FOR DESIGN PRESSURE CHART.
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS
FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE
INSTALLATION TO DEVIATE FROM THE REOVIREMENTS
DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT
SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
DESIGN PRESSURE PAYING (PSF)
IMPACT RATING
WHEREWATERINFILTRATICN
REOUIREMENTIS NEEDED
WHERE WATER INFILTRATION
REQUIREMENT IS NOT NEEDED
NONE
••
.40,0145.0
"UNIT MUST BE INSTALLED SENFAWAN APPROVED OVERHANG
TABLE OF CONTENT
SHEET
DESCRIPTION
I
GENERAL AND INSTALLATION NOTES
2
ELEVATION, ANCHORING LAYOUT
J
VERTICAL CROSS SECTIONS
4
HORIZONTAL CROSS SECTIONS
INSTALLATION NOTES:
I. ONE (1) INSTALLATION ANCHOR 15 REQUIRED AT EACH
ANCHORLOCATION.
2. THE INSTALLATION ANCHORSATTHE SPACINGS SHOWN
ARETHE MINIMUM NUMBER OFANCHORS AND MAXIMUM
SPACINGS TO BE USED FOR PRODUCT INSTALLATION.
J. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR
WITH LOAD BEARING SHINES). MAXIMUM ALLOWABLE
SHIM SIZE OF 114 INCH. SHIM WHERE SPACE OF 1110INCH
OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER.
4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR
140A. MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN
'ANCHOR SCHEDULE' THIS SHEET.
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE
WALL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER AND SIDING.
0. INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WRH ANCHOR MANUFACTURERS
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
THAN THE MINIMUM STRENGTH SPECIFIED IN WE
'ANCHOR SCHEDULE' THIS SHEET.
T. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
MUST BE MADE OF CORROSION RESISTANT MATERIAL
OR HAVE A CORROSION RESISTANT COATING.
ANCHORSCHEDULE
SUBSTRATE
DOORFRAME
TYPE
SIZE
MANUFACTURER
AND/OR
EMBEDMENT
EDGE
DISTANCE
pNCHORCAPACITIES
AC
TYPE
SPECIFICATION
(D�(1)
(IN) 11114
EASED ON
SHEET
M1N.3
NETBWG
ASME BIB
N1N.33KSIYIELD
14EEL GA.
FIN (Z-BAR)
PAN HEAD
NO. B
.6.4
(TAPPNGSCREWj
PAS'fRINS DE
3/B'
STRNEGTH
MN
SURFACE OF
THICKNESS
SUBSTRATE
ANSI B18.6.1
'
(WOOD SCREW)
VMCD WTH AMNIMIM
2X VIOOD
FIN(Z-BAR)
PAN HEAD
NO.8
OR
1'
12'
SPECIFIC GRAVITYOF
FRAMNG
ASNE BIS.0.4
0,42.
(TAPPING SCREW
NOTES:
1) FOR WOODORTAPRN E SCRENS IF SRNTNG 0 A CONCERN, DRELL o.0S2' TOOT HOLE(DWLL SRE45).
2) EUGEOGTANCEMEASURBJ FROM EITHER SEECFANCI10RT0 EDGEOFSUBSTRATE
r�
O C7
wo
OW
aU
nVj
N 3c2
Robert J. Am0NSX P.E.
FL P.E. No. 49752
Oigim Sigl by Rnhert J.
Amoroso
DN:PTCPoben J.Amlq.G,a
emO,E Pm410DesigAGm,
emeii=mbcR 0509.4 66-04mU5
Date: 2015AS06 09:4936 -04'06'
11116• MAX.O
FRAME WIDTH
34 314' MAX
DOOR PANEL
WIDTH
3- MAX (TYP.)
4 1
4
4- MAX.
F
4
4
G X
LOCKASSEMBLY(REGUTAR DRIVE-IN)
793/4'
783/4-
4
4
15 LOCATED APPROX. 38'ABOVE
IAX. O.A.
MAX.
E O
BOTTOM OF DOOR LEAF AND THE DEAD
FRAME
DOOR
q
q
BOLT ASSEMBLY APPROX 42'ABOVE
-IEIGHT
PANEL
BOTTOM OF DOOR LEAF. SEE STRIKE
HEIGHT
—T
DETAILS THIS SHEET
42'
38.
34' MAX.
(TYPJ
r4,I
HALF HINGES W/ T—
M8 X 3/4• SCREWS
e
r
(TYPO
ELEVATION
EXTERIORVIEW
f I
yL a8 x 210 WOOD
i
wexvSCREW
x• � �
SCREWS nn
I\k f
ENTRY DOOR
STRIKE DETAIL
U'OOn iNn}\ElUelTIL�TC
f I
I SCREW USTBSCREW.
OF
SCREW ENT LEE TH
SUFFICIENT LENGTH TO
PENETI 3) THREADS
MINIMUM
BE(ONDSTEEL
MINIMUM BEYOND STEEL
I Ic2Il TUBE..
ENTRYDOOR
5'LRIKE DETAIL
ssinrvo\w: suxsr:uie
10• MAX.
10-MAX.
�O.C.(TYP.)
E�
O X
DWI
O
o
0.
0.
on
(TYP.)
0
Q
SILL ANCHOR SPACING
IJ-I
SAME AS HEAD SPACING
ANCHOR LAYOUT
EXTERIOR VIEW
..,
ANCHORING NOTES:
1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13.
Robert J.Amosuso, P.E.
ANCHOR SPACING VARIES, BUT NOT TO EXCEED
FL P.E. No.49752
10- MAXIMUM O.C.
Digitally signed
2. MINIMUM ANCHOR, N HEAD SILL
by Robert J.
BUT
IS C ANCHOR SPACING VARIES, BUT MOTTO
IS IN
SPACING
EXCEED 70'MA%IMUM O.C.
Amo:use
085006.04'00'
V MIN. EMBEDMENT pB WOOD SCREW
n
INSTALLATION ANCHOR
2%WOOD FRAME
c
3
(BY OTHERS)
THREE(3)THREAD
c
V2'MIN. MIN. PENETRATION pB TAPPING SCREW
SEALANT TAPE TO BACK EDGE DIST.
1
SIDE OF MOUNTING FIN
INSTALLATION ANCHOR
a+
SEALANTTAPETO BACK 318. MIN.
SIDE OF MOUNTING FIN EDGE DIST.
3
1/4'MAXSHIM
W
S
EXTERIOR INTERIOR 14 GA. MIN. SQUARE
STEEL TUBING (BY
H
c
OTHERS)
U
o
W
m
rv9
O
n
EXTERIOR INTERIOR
H m$
m
ao
W N
m
0
O r
y
a
R
VERTICAL SECTION
a
E
z
WOODFRAMESUBSTRATE
D VERTICAL SECTION
STEELTUdING SUBSTRATE
0
oar
B �
O
n�
tp"e
�>
9
iC
a eg':
EXTERIOR INTERIOR
EXTERIOR INTERIOR
14 GA MIN. SQUARE
MAX SHIM
STEEL TUBING (BY
�1N'
OTHERS)
v
Ruben J. Amoroso, P.E.
SEALANT TAPE TO BACK
FL P.E. No49782
SIDE OF MOUNTING FIN
112- MIN.
EDGE DIST.
31". MIN.
Dlgitalotgned
2%WOOD FRAME
SEALANT TAPE TO BACK EDGEDIST.
by8o W.
(BY OTHERS)
1' MIN. EMBEDMENT—�j pB WOOD SCREW
SIDE OF MOUNTING FIN
71B TAPPING SCREW
THREE (3)THREAO INSTALLATION ANCHOR
A re DN:cn=Roben 1.
�4.j� 4opNT�P,opdoct
INSTALLATION ANCHOR
MIN. PENETRATION
r Dmip Group,
V
VERTICAL SECTION
A
WOODFKAhIE SUBSTRATE
C VERTICAL SECTION
c o,p<om c=us
Daoe:281SD6Ds
STBBLTUSING SUBSTRATE
msa.18-04'RD'
I 'MAX SHIM
14'MAXSHIM —1/4-MMSHIM
IJ2- MIN. EDGE DIST.— 112"MIN. EDGE DIST. U 1 2
2X WOOD FRAME 2X WOOD FRAME
(BY OTHERS) (BY OTHERS)
(Ely Ol
#6 WOOD SCREW #8 WOOD SCREW
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FL #
FU2765-RS
St. LudeGOUTAV
Application Type
Affirmatkin
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Fhone/Emall
Authorized Signature
TachnIcal RepresentaUve
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Ernall
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
]anus International Group, U.C.
135 Janus International Blvd.
Temple, GA 30179
(770) 562-6135 Ext 360
wrLs@janusinti.com
Curtis Schroeder
curts@janusInU.com
Curtis L. Schroeder
134 Janus International Blvd.
Temple, GA 30179
(770) 562-2850 EXI: 360
curts@janusinti.mm
Jake Lyons
134 Janus Internaijonal Blvd.
Temple, GA 30179
(770)562-2850 EXI:304
jakel@januslntl.com
Exterior Doom
Roll -Up Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed
Florida professional Engineer
Evaluation Report - Hardoopy Received
Joseph H. Dixon, Ir
PE-7768
National Accreditation and Management Institute dk-WMd'
12/31/2019
Gordon Thomas, RE.
Validation Checklist - Hardcopy Received
FL12765 RS COI 29018 cert of fi, indep.pd
Referenced Standard and Year (of Standard) Standard
Year
ANSI/DASMA 108
200S
ASTM E330
2002
TAS 201
1994
TAS 202
1994
TAS 203
1994
Equivalence of Product Standards
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Certified By
rionaa oullaing uone unirne
Sections firam the Code
I I affirm that them am no changes In the new Florida Building
Code which affect my product(s) and my product(s) am In
compliance with the new Florida Building Code.
Documentation firam approved Evaluation or Validation Entity Yes No N/A
I . .. T GONErTilla-0-WiMijew M- j
Product Approval Method Method I Option D
Date Submitted 10/04/2017
Date Validated 10/04/2017
Date Pending FBC Approval
Date Approved 10/07/2017
SUMMaM of Products
FL
odel, Number or Name
lam=rlptlon
12765.1
Series 1100
Series 1100 - 26 Gauge Door Asselimly Max Size: 8'-B" x
14--0-
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +24.4/-27
Other: Not for use In High Velocity Hurricane Zones
Installation Instructions
L1=1216S RS 11 29018 I)wq T1012 Rev A.pd
EI=12765 RS 11 29all; Install 750 1100,pdf
Verified By: Joseph H. Dixon, Jr. 7768
Created by Independent Third Party: No
Evaluation Reports
FL12765 RS AE� ER-09-0008-R.Md
Created by Independent Third Party: Yes
12765.2
Series 1100
Series 1100 - 26 Gauge Door Assembly Max Size; 10'-01 x
14'-0"
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +19.4/-22.7
Other. Not for use In High Velocity Hurricane Zones
Installation Instructions
EL12765 R5 11 29018 Dwgjj9j3jjqv
-Aj&)
EL12MS RS 11 29018 Install 750 1100.pdf
Verified By: Joseph H. Dixon, Jr. 7768
Created by Independent Third Party: No
Evaluation Reports
EL12ZrIE R5 AE ER-09-0008-R.pd
Created by Independent Third Party: Yes
1276S.3
Series 31aa
Series 3100 - 26 Gauge Door Assembly Max Size: 16'-0' x
20'-G'
Limits of Use
Approved for use In RVKZ: No
Approved for use outside HVHZ: Yes
Impact Reslstant�Na
FDe 19 Pressure-: +361-41
Ot
F r Other: 6 1 psf at 12'-0" wide. Varying [loads am s n
o or ,
r widths 0 to 16'-0". Not for use In High Velocity H nrIll �e
Z..
Zones
Installation Instructions
EL12765 R5 IT 34012 Dwo T1004 r.pd
EL22765 ES 11 34022 MgM 3109 [nit instad
Verified By: Joseph H. Dixon, Jr. 7768
CreatedbyIndee �ndent Third Party: No
Eirgluatfiffin Reports
effA2765 R5 AE� M3100 FL12-7'65-TI@05(i P2.pd
Created by Independent Third Party: Y4��
12765.4
Series 3100
Series 3100 - 26 Gauge Door Assembly Max *e: 20'-0* x
20'-0"
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +351 -38
Other: +35/-38 psf at 16'-0' wide. Varying loads am shown
for widths 15'-0" to 20--0'. Not for use In High Velocity
Hurricane Zones
Installation Instructions
FL12Z65 RS 11 32041 FLT10OS-F 0002.pdf
EL12765 RS 11 34022 Mod 3100 Inst lnstnpd
Verified By: Joseph H. Dixon, Jr. 7768
Created by Independent Third Party: No
Evaluation Reports
E=12765 R5 AE 32041 ER�09-0007-g2 120112 0005,pdf
Created by Independent Third Party: Yes �1
:rim 750
7SD - 26 Gaug;�' Assembly Max Size: -0- x 12'.0-
Limits of Usp--�
-Appizoved'-for use In H—VH
Approved for use outside HVHZ: Yes
Impact Resistant. No
27 5 5 1 DIN -TJ&QQ-PeV B pdf
EL12765 RS IT 29018 Install 750 1100.pd
Verified By: Joseph H. Dbum, Jr. 7768
https:IA�.floridabuild'ing.org/Prlp�_app_OU.aspx?param-WGEVXQwtDqsmFBcODh9XIIXSsnGJOdClnkksXGIKzXEAL9Frqf2vKQ�/03d*/�3d 213
rituiva Duuumq �uuu vinuit:
Deostgn Pressure; +35/-45
Created by Independent Third Party: No
Other; Not for use In HIgh Velocity Hurricane Zones
Evaluation Reports
F1,12765 RS AE ER-09-0007-R.Rdf
Created by Independent Third Party: Yes
12765.6
Series 750
Series 750 - �6 Gauge Door Assembly Max - Size: 6'.0- XJW-0-
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL1276S RS 11 29018 Dywi_1199LECY.�
Appromned for use outside HVHZ: Yes
FL12765 RS IT 29018 Install 750 1100.pd
Impact Resistant::- No
Verified By: Joseph H. Dixon, in 7768
Design Pressure: +19.9/-24.4
Created by Independent Third Party; No
Other. Design pressures listed Is at test width of W-Or". For
Evaluation Reports
pressures versus widths, see Table 1, Page 4 of evaluation
FL12765 R5 AE ER-09-0007-R,pff
report. Not for use In High Velocity Hurricane Zones.
I Created by Independent Third Party: Yes
I
12765.7
Series 750
Series 750 - 26 Gauge Door Assembly Max Size:B'-8' x 12'-D*
Limits of Use -
Installation Instructions
Approved for use In HVHZ: No
FL12765 RS IT 29018 DM-119OZ—Rev Bpdf
Approved for use outside HVHZ: Yes
FL12765 R5 II 29DI8 Install 7SO 1100.pd
Impact Resistant: No
Verified By: Joseph H. Dixon, Ir. 7768
Dcm;Ign Pressure: +24.4/-27.0
Other. Not for use In High Velocity Hurricane Zorms
Created by Independent Third Party: No
Ev;,luation Reports
FL12765 RS AE ER-09-0007-R,pd
Created by Independent Third Party; Yes
12765.6
Series 750
Series 750 - 26 Gauge Door Assembly Max Size: 10'-0" x
121-01
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12765 RS 11 Z9018 Dwq T1003 Rev B,pd
Approved for use outside HVHZ: Yes
EL12765 RS H 291118 Install 750 1100.pd
Impact Resistant: No
Verified By: Joseph H. Dixon, Jr. 7768
Design Pressure: +19.4/-22.7
Other: Not for use in High Velocity Hurricane Zones
Created by Independent Third Party: No
Evaluation Reports
FL12765 R5 AE ER-09-0007-R.pdf
Created by Independent Third Party: Yes
12765.9
Series 850-S
Series 850-S, 26 Gauge Door Assembly Max Size: 8'-8" x
121-0"
Limits of Use
Installation Instructions
Approved for use In HVHZ.- No
FL12765 RS 11 29018 DwqajQRkjRMLft&ff
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
EL17765 R5 11 29018 Install 850.p_df
Verified By: Joseph H. Dixon, Jr. 7768
Design Pressure: +46/-54
Other. Not for use In High Velocity HurrImne Zones
Created by Independent Third Party: No
Evaluation Reports
FL12765 R5 AE ER-09-0007-R.pd
Created by Independent Third Party: Yes
El EA
C.nmd Us:: 2601 Bl.lrSbme Read. W.h... R 32399 Phone, 850�97-1824
The state OfFlodde Is an AAJEW employer. QMeght 2007-2D13 SOW OFR.dde nPitog5botmen
Under Honda la�, mail addresses am pblic records. lryou do mot Wantyaure-Mall addnoss released lon respsom to a publicmeards Muest, do not send eltuch Me
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JANUS INTERNATIONAL CORPORATION
IM �IANIIS INTERNATIONAL BLVO TEMPLE,"Z0179
77�562-28SWUTI�62-2264
CERTrFIEDWND LOAD RATED 20
GA. SERIES 3100 DOOR ASSEMBLY
11�42 MAX SIZE! 204' X 2T.0-
.0—man,
SUPMMPOSEO LOAD DIAGRAM
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No. 7768
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ALLOVVAULE TRANSVERSE DES IGN WIND LOADS
(PSF)
MAX
DOOR
WIDTH
MAX
DOOR
HEIGHT
I DESIGN LOAD
POSITIVE
IPSFI
I ON LOAD
"N2GATIVE
fPSFI
IS�
20W
38.9
42.2
'w-0-
1 20w
1 as-o -F
-3eo
Ir.o.
1 20-4-
1 31.7
1 N.5
1M.
20--0-
29.0
31.5
19,4r
20'-0'
26.6
28.9
20'.T
24.5
26.7
MNMMC�—
INTERNATIONAL CORPORATIO
SINTERNATIWA�BLVD MMPLE.GA30119
77"62-28W."U6242IN
�sIntQm2ftmIU�tfMMPJ9h12Re8emd
SERIES 3700 DOOR ASSEMBLY
MAX StZE: W-V X 2W.T
Tl 005
ISHINT: 2 OF: 2