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��as.3du1.' i�,."`- FL # FL27402-R1
Application Type Revision
Code Version 2017
Application Status Validated
Comments
Archived
Product Manufacturer
Carports Anywhere
Address/Phone/Email
10858 S.E. County Read 221
Starke, FL
(352) 468-1116
bodom@carpertsanywhere.com
Authorized Signature
Brandie Odom
bodom@carportsanywhem.com
Technical 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 ar a Licensed
Florida Professlonal Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Terrence E. Wolfe
the Evaluation Report
Florida License PE-44923
Quality Assurance Entity PRI Construction Materials Technologies, LLC.
Quality Assurance Contract Expiration Date 06/23/2023
Validated By Brian 1aks, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence F127407 RI COI I etter of Certlf' ation If
Referenced Standard and Year (of Standard) standard Year
ASTM E 1592 2005
FM 4471 1992
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
File copy Zoe
Date Submitted 08/08/2019
Date Validated 08/09/2019
Summary of Products
FL #
Model, Number or Name
Description
27402.1
Hampton Rib Roof Panel
Hampton Rib Roof Panel over Open Framing
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +46.9 psf/-57.3 psf
Other: See evaluation report for various design pressures
Install per Manufacturer's details. Not for use in HVHZ Zones.
Installation Instructions
FL27402 RI 11 Hampton RIB Roof Panel over open
framina.odf
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FI 77407 RI AE Hammon Rib Roof Pi el over open
I'Mminn.ndf
Created by Independent Third Party: Yes
QM.d,g{v zsol eI Ir scone Nwe hnana•xm +n99 Phone: 80,487.1024
IDP SpEeelFlorMa is an MXWE pj,P. CPPvdeht 7oo7-z013 tbj_ Ind :: edn W!Satr. est;; A="Wftry seatemenr:: 0erund statement
Product APPr000l A¢ U:
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FL# 27402.1 R1
Force Engincering & Testing Inc.
19530 Rambicwood Drive
Homblc,TX 77338
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Roof Panel over open framing
Florida Product Approval # 27402.1 RI
Florida Building Code 2017
Per Rule 61G20-3
Method: I—D
Category: Structural Components
Subcategory; Roof Deck
Compliance Method: 61G20-3.005(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:
Brian Jaks, P.E. #70159
Contents:
Evaluation Report Pages 1-4
`11`1111111t rr�Ir
n p No. 4499 /
STATE OF
oaA.e°' iffy;'' .-O` %
August 8, 2019
�.a
Force Engineering & Testing Inc.
19530 RambI...d DHv.
Hamble,'ZX77330
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: Y." major rib at 9" O.C.
Panel Rollformer: MRS Metal Rollfonning Systems
Panel Fastener:
#12-14 x Y.." HWH SDp3 with 14mm neoprene bonded washing or approved
equal.
Corrosion Resistance: Per Florida Building Cade 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 & a for steel
gauge. Framing must be designed In accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Table "A" 26 Ga. Hampton Rib Roof Panel
Maximum Design Pressure:
•57.3 psf
-72-9 psf
•67.7 psf
a469 psf
+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:
5'-0' O.C.
4'-0' O.C.
4.0" O.C.
S'-0" O.C.
4'-0" O.C.
Substrate:
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Min. IS Ga.
Steel Framing
'Design Pressure Includes a Safety Factor= 2.0.
FL# 27402.1 RI
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•o' STATE OF
'.°�•ALaILIV
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August 8, 2019
rForcc Engineering &Testing Inc.
19530 Aamblcwood Ddve
Humblc,T877338
Table "B" 29 Ga. Hameten Rib RRnf Pa•ol
Maximum Design Pressure:
-57.3 psf
-1509 psf
♦39.0 psf
♦143.1 psf
FastenerPattem:
6' 3"-6' 3•-6•-3•-6"
6"-3--V-3•-6"-3•-6•
I 6"-3•-G. r-6 3"-6"
6'-3•-6"-3.4 3"-6"
Fastener5padng:
4'-0" O.G
2'-0" O.G
4'-0" O.C.
2'-0" O.C.
Substrate:
MIn. 16 Ga.
Steel Framing
MIn. 16 Ga.
Steel Forming
Min. 16 Ga.
Steel Framing
Min. 16 Ga.
I Steel Framing
-uesign 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 ReportScope:
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 (20121 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. A5TM E 1592-05 (2012) Test
Force Engineering & Testing, Inc. (FBC Organization 0 TST-5328)
Report No. 667-006OT-19A-E, 657-0061T-ISA-0
2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering & Testing, Inc. (FBC Organization It TST-5328)
Report No. 667-006OT-18F, 667-0061T-18E
3. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization P ANE 10: 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
,""Itu tttrr,rr
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Arv.' 1• n/ F , i^
(/jr� yyl Q q No. 41*
STATE OF ; s
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s•.srsas, �i f'S • • �'i�c
•mssrm ��� S j • • .... • 'aO ,�
rrrroN
FL# 27402.1 RI
August 8, 2019
Foxce Engine eun g &Testing Inc. c.193namblcaaod Drive
H.ble,TX77339
manufacturing under aqua lityassurance program audited by an approved
quality assurance entity.
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 sealant must be used in the panel side laps.
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 Diaphragm:
Shear diaphragm values are outside the scope of this report.
Design Procedure:
Based an 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
attachmentto his structure and analyze the panel fasteners for pulloutand
pullover. Support framing must be In compliance with Florida Building Code 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
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STATE OF
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RUf 27402.1 RI
August 8, 2019
26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
`HI2-14 s 3/4' 1171H S03 Vi/ N:AM BONGED NEOPRENE WASHM
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6"
G. _ . _ 3" G" 3" 6. 3' 5. 3"
`-/�I'7.-14 x 3/4" IRVH SD3 N/ I4W. 00140ED NCOORCNE %MASHER
St6to of FloddO
C.OA.
916770
~ + No. 449_3'.•���
:9 i STATE OF
August 8, 2019
9/20/2018
r iO4��:
SCas Home Log ra .User ReglMdun HatTopla
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bapr
Product Approval
dUSM: Pubuc U:
Florida Building Cade Online
Submit Surdiarge SWu6Fads . FubnoUaas : Ca cctb, SCISSIta Map , Unks Surd
PmdaU any,onl Mena> Produtt or Aoollation SearN> /yyllrallon Llst> ApplImUon netall
FL ax
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Emall
Authorized Signature
Technical Representative
Address/Phone/Small
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL27403
New
2017
Approved
Carports Anywhere
10856 S.E. County Road 221
Starke, FL
(352) 468-1116
bodom@orportsanywhem.com
Brandle Odom
bodom@carportsanywhem.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 - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL27403 RO COT Letter of Certification.ocif
Standard
ASTM E 1592
ASTM E 330
Year
2005
2002
hfpsd/www.floddabuilding.org/pdpr app d0.aspx7param=wGEVXQwtDquHCE2YWea/o2bOsAuSaR10%2fsNjtdto6lCa/a2P/o2bLV98RAA3xJ6YA%3d%3d 112
9/20/2018
Florida Building Cade Online
Product Approval Method Method 1 Option D
Date Submitted
O6/18/2U18
Date Validated
06/19/2018
Date Pending FBC Approval
06/27/2018
Date Approved
00/15/2018
S4mma roducts
FL # N I Model, Number or Name
Description
27403.1
Hampton Rib Wall Panel
Hampton Rib Wall Panel over open Framing
Limits of Use
Installation Instructions
p for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL27403 RO II Hampton Rib Wall Panel Secured.p&E
Verified By: Terrence E. Wolfe, P.E. 44923
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
Install per Manufacturer's Details. Not for use In HVHZ Zones.
Created by Independent Third Party: Yes
27403.2 Resl-Lap Slding Wall Panel
Resl-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 R Rest -Lao Wall Panel secured.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'-O" o.c. Install per
FL27403 RO AE Resi-Lap Wall Panel secured.pdf
Manufacturer's Details. Not for use in HVHZ Zones.
Created by Independent Third Party: Yes
Contact U:: 2601 Blair stone Road, hllnhnssee K V399 Phone: 050-4U-1024
The State cf Rodda Is an AA/EEO employer.Lopyflght f007.2013 State of Flodda ;: PdvagI etatemen[ :: Accesslblaw Statement ::Refund statement
Florida law, mail addresses am public records. if You do not want your emall address released In response to a ouhOc-records mouest. do not send ele
IMI communication with me licensee. Hemnef email addresses arc public
an small address whlcfl an be mad. avallable to Me public To determine
Product Approval Accepts:
gLtte? M
Credit Card
Safe
an email address p MeV haVe one.
https:lAww.floddabuilding.org/prlpr epp dll.aspx?pamm-vGEVXQwtDquHOE2Ywa%2bOsAuSaRIOa/o2fsNIldtoSIC%2i%2bLV98RAA3xJBYA%3da/oSd 212
rForceEngineftinTesting Inc.
19530 Rd DAZt.
Humbl.;rX 7733a
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Wall Panel over open framing
Florida Product Approval # 27403.1
Florida Building Cade 2027
Per Rule 61G20-3
Method: 2-B
Category: Structural Components
Subcategory: Structural Wall
Compliance Method: 611320-3.005(2)(b)
NON HVHZ
Product Manufacturer:
CarportAnywhere
109SB S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator:
Terrence E. Wolfe, P.E.044923
Florida Evaluation ANE ID: 1920
Validator:
Gary Hartman, P.E. 073227
Contents:
Evaluation Report Pages 1-4
FL# 27403.1
Jbww 1s, 2.09.8
Force Engineering & Testing Inc.
19530 Hamblemdod Dtivd
Humble;= 77338
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 Go. Steel, ASTM A792 or ASTM A653 G90 Grade 80
Conforming to Florida Building Code 2017 Section 3.405.2.
Panel Dimension(s): Thickness: 26 Ga.: 0.0185" min. order thickness
29 Go.: 0.0142" min. order thickness
Width: 36" maximum coverage
Rib Height: V" major rib at 9" O.C.
Panel Rollfarmer. MRS Metal Rollforming Systems
Panel Fastener: #12-14 x %" HWH SD03 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 & 8 for steel
gauge. Framing must be designed In accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Table "A" la Ga. Hamefnn Alh Wall 0a.."1
Maximum Design Pressure:
-57.3 psf
-72.9 psf
-67.7 psf
+46.9 psf
♦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
Pancl Span:
5'-0" O.C.
4'-0" O.C.
4'-0" O.C.
5'-0" D.C.
4'-0" O.C.
substrate:
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
MIn. 14 Ga.
Steel Framing
Min. 18 Go.
Steel Framing
Min. 18 Ga.
Steel Forming
Design Pressure Includes a 5atety Factor v 2.0.
FL# 27403.1
\\\\\I1111r1/I//I
A�E VI CEN
`sf<�a
STATE OF ;s
01
0°yD RI ID ,� 'OL A 4,
sexrrbAt. , f; .
Jtwt.&18a 2018
rll�or,, Engineering & Testing Inc.
19530 Ramblewood Ddve
Humble,71A 77338
Table "B" 29 Ga. Hampton Rib Wall Panel
Maalmum0esign Pressure:
-57.3 psf
-2509 psf
i39.0 PSI`
♦143.1 psi
Fastener Pattern
C-3"-B"_3„-6•-3•-6•
6"-3•4"-3"-6"-3•-6•
6"_3•{"_3•-6•_3•-6'
6•-3•-V-3•-V-3--V
Fastener5pacing:
4'-0"O.C.
2'-0"O.C.
4'-0"O.0
Y-o-o.0
•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-OS (2012) Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No.667-OO60T-18A-E, 667-0061T-18A-D
2. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization # 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 manufacturers recommended details.
Insulation: Manufacturers approved product (Optional)
Panel Fire Classification: Fire classification is not part of this acceptance.
`st1Y1 u r r t r17j,
q—. CENSP<A++i
No. 449
^ '•' STATE OF ; rc
0R19A'i��+
wnn +�aP"OHALttNa1`,,
FLN 27403.1
JVAA'18, 201a
Force Engineering & Testing Inc.
10530 itambicwood Ddve
Humble,TX77338
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 forwall cladding
wind loads. These componentwind loads for wall 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 pulloutand
pullover. Supportframing must be in compliance with Florida Building Code 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
♦♦1j311111114,r,
♦♦♦ �f' N C E E. h•0 r��i
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•a • STATE OF ; q
'�Dn.ALORIOA 4�
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FU 27403.1
Jtt+h&:L8, 2o18
6 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
R12-14 v 3/4" HNH S03 YI/ 14MM BONDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6"
#12-14 z 3/4" HVAI S03 W/ 141IM BONDED NEOPRENE WASHER
11111111/l Gtid0 OA.„� E /l/ll c.
N0.44923'•m
srarZ oA
I MEIN 1 8 2018
3/3012018 Florida Building Code Online
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1 li»' 91 Product Approval
USER: Puhlle User
Product goproval Menu>ProduaerAmllcntian Sea">gpollpUen U5 ,Application Detall
FL # FL17996-RI
App[Imtion Type Affirmatian
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of product Standards
Certified By
Documentation from approved Evaluation or Validation Entity
Elixir Door and Metal Company
1215 Pope Drive
Douglas, GA 31533
(912) 493-2215
ryarberry@ellxirdmc.com
Randall Yarberry
ryarberry@elixirdmc.com
PTCGproduct 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
Amerinn Architectural Manufacturers Association
American Architectural Manufacturers Association
Standard
ASTM E33D
Year
2002
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
FL17996 RI CDC Affirmation FL17996 418-1206 ss.odF
https:lhvww.0oddabuilding.org/prlpl app dtl.aspx7pamm=WGEVXQwtDquTluhTgK2%2bd3Re/2b%2bNN2f8fjjOs9RC[oMU%2bfROgsg3ZdGjXlw%3de/3d
3/30/2018
Product Approval Method
Florida Building Code Online
Method 1 Option A
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page
01/29/2018
01/29/2018
02/04/2018
0 19 Page 1 / 210 12
FL #
Model, Number or Name
Description
17996.1
Sedes 202-205 Steel Door
Series 202-20S Steel O.S. Door W/ Vertical Slider Window
Limits or Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17995 R3 C CAC EXR 202-205 Vertical Slider ASTM E330
p us5 f
Approved for use outside HVHZ-- Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +30/-30
12/03/2018
Other.
Installation Instructions
FL17996 Rl It ELIX0034 Rev A Series 202-205 SS.pdf
Verified By: Robert]. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1642 Rev3 415-0705 ss.pdf
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
p U&pdf
Impact Resistant: No
Quafity Assurance Contract Expiration Date
Design Pressure: +30/-30
IZ103/2018
Other:
Installation Instructions
FL17996 RI R ELIX0033 Rev A Series 230 W9 SS.pdf
Verified By: Robert 3. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
EL17995 R1 AE PER 1642 Rev3 415.0705 ss.pdf
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
FL17996 Rt C CAC EXR 402-14 E330 olus5.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/142020
Design Pressure: +40/-40
Installation Instructions
Other:
FL17996 RI It EUX0050 REV -A OS MODEL 402-14 ss.pdf
Verified By: Robert 3. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1951 Revia 415-0705 ss.pdj
Created by Independent Third Party: 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 RI C CAC EXR 402-20S E330 olus5.01
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/202U
Design Pressure: +40/-45
Installation Instructions
Other:
FL17996 RI II ELIX0051 REV -A OS MODEL 402-20S ss.pdf
Verified By: Robert ]. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
EL17996 RI AE PER 1951 Revla 415-0705 ss.pdf
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
EL17996 RI C CAC EXR 407 E330 olus5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2020
Design Pressure: +401.45
Installation Instructions
Other:
EL17996 Rl II ELIXOD52 REV -A OS MODEL 407 ss.odf
Verified By: Robert 3. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
https:l/www.fladdabuilding.org/prlpr app_dtl.aspx7param=wGEV)MwtDquTluhTgK2%2bd3R%2b%2bN%2f8rjjOsgRC[oMU%2bfROgsg3ZdGjXtw%3d%3d
3130/2018
Flodda Building Code Online
FL17996 RI AE PER 1951 Revla 415-0705 ss.pdf
Created by Independent Third Party: Yes
17996.6
Series 430 W9
Vinyl Steel Out -swinging Regular Door - 9-Ute Window (1'8" x
3'0")
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant No
Design Pressure: +331-40
Other:
Certification Agency Certificate
FL17996 RI C LAC EXR 430-W9 E330 pLy 5.Ddf
Quality Assurance Contract Expiration Date
09/14/2020
Installation Instructions
FL17996 R3 It ELIX0053 REV -A OS MODEL 430-W9 ss odf
Verified By: Robert I Amoruso, PE FL PE No, 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1951 Revla 415.0705 ss.odf
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
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure; +66/-56
Other:
Certification Agency Certificate
M17996 Rt C CAC EXR 6400 E330 olus5 gdj
Quality Assurance Contract Expiration Date
09/16/2019
Installation Instructions
EL17996 R3 If ELIXCU96 R v-A IS MODEL 6400-W9 WITH
STORM DOOR ss.gdf
Verified By: Robert]. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1954 Rev? 415.0705 ssodf
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
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +34/-50
Other:
Certification Agency Certificate
FL17996 R3 C CAC EXR 7500 Oval 21 adiustable threshold
E33011122Sodf
Quality Assurance Contract Expiration Date
09/17/2019
Installation Instructions
FL17996 R1 IT FLIX0055 Rev -A IS MODEL 7500 OVAL 21
WITH ADIUSIABLE THREESHOLOSs-Rdf
Verified By: Robert]. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1955 9ev2 415-0705 s_s odf
Created by Independent Third Party: Yes
17996.9
Series 7500 Oval
Series 7500 Non -Impact Inswing Vinyl Laminated Steel Door
w/Storm Door and PVC lambs
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other:
Certification Agency Certificate
FL17995 Ri C CAC EXR 7500 Oval 23 E330 Dios o�j
Quality Assurance Contract Expiration Date
09/16/2019
Installation Instructions
FL17996 RI II ELIX0060 R v-A IS MODEL STR 7500 w
OVAL WITH STORM DOOR ss.odf
Verified By: Robert I Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1955 Rev2 415-0705 ss.pd
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
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other.
Certification Agency Certificate
EL17996 RI C CAC EXR 8400 E330 olus5 opde
Quality Assurance Contract Expiration Date
09/16/2019
Installation Instructions
FL17996 RI II ELIX0057 Rev -A IS MODEL 8400-W9 OVAL
WITH STORM
DOOR ss.odf
Verified By: Robert 1. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 Rl AE PER 1954 Re 2 415-0705 ss odf
Created by Independent Third Party: Yes
https:lAvww.floddabuilding.org/prlpr app_dtl.aspX?Pamm=wGEVXOwtDquTluhTgK2%2bd3RNo2bY2bN%2f8gGs9RCloMU%2btROgsg3ZdgXlw%3d%3d
3/30/2018
Florida Building Cade 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 9000 50 E330 olusS.QdF
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 I1 ELIX0058 Rev -A IS BLANK 9000 DOOR W.
STORM DOOR ss.R_df
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1994 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.12
Series 9400 Cottage
Series 9400-W9 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 9400 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 Rl II EUX0099 Rev -A IS MODEL 9400-W9
COTTAGE W. STORM DOOR ss.odf
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.odf
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
FL17996 Rl C CAC EXR AFIF7N E330 oius5.odf
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2019
Design Pressure: +38/-38
Installation Instructions
Other.
FL17995 Rl 11 EL1X0040 AFIF7N-BFIF7N RevA SS.pdf
Verified By: Robert J. Amorusa, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FFL17995 Rl AE PER 1952 Rev2 415-0705 ss.Rdf
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
F417996 R] C CAC EXR AFOF7N E330 alu25.odf
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 RI It ELIX0042 AFOF7N-BFOF7N RevA ss.edF
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 Rl AE PER 1952 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.15
Series AVIF7N
Series AVIF7N Non -Impact 15 Steel Door
Limits of use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CeC EXR 6MIEZA E330 RIMILRdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/05/2020
Design Pressure: +251-25
Installation Instructions
Other:
FL17996 Rl Ii EUX0047 AVIF7N-BVIF7N RevA ss.Rf(
Verified By: Robert]. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 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
FL17996 Rl C CAC EXR AVOF7N E330 olus5.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 EUX0048 AVOF7N-BVOF7N RevA ss.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
hftps:lAvww.floridabuilding.org/prlpr app dtl.aspx?palm=wGEVXQwtDquTiuhTgK2%2bd3R%2b%2bN%2t8rjjOsSRC[oMU%2bfROgsg3Zdgxlw%3d%3d
3/30/2018
Florida Building Code Online
Evaluation Reports
FL17996 RI AE PER 1953 Rev2 415-0705 ss.udf
Created by Independent Third Party: Yes
17996.17
Series BFIF7N
Series BHF7N Non -Impact IS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CAC EXR BFIF70 E330 Dlus5.pd
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant No
09/15/2019
Design Pressure: +30/-38
Installation Instructions
Other:
FL17996 RI H EUX0040 AFIF7N-BFIF7N RevA SS.gdf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 195Z Rev2 415-0705 ss.ptlF
Created by Independent Third Party: Yes
17996.18
Series BFIF7S
Series 8FIF7S Nan -Impact IS Fiberglass French Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL17996 RI C CAC EXR BPIF7S E330 pjus5 p9[
Quality Assurance Contract Expiration Date
Impact Resistant No
09/15/2019
Design Pressure: +38/-38
Installation Instructions
Other:
FL17996 Ri it EL1XO046 BFIF7S RevA ss.odf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1952 Rev2 415.070S ss.odf
Created by Independent Third Party: Yes
17996.19
Series BF0F7N
Series BFOF7N Non -Impact OS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 R3 C CAC EXR RFOF7N E330 pLujiLpidf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant No
04/06/2020
Design Pressure: +301-30
Installation Instructions
Other:
FL17996 R1 N ELTM0042 AFOF7N-BFOF7N RevA ss.pdf
Verified By: Robert J. Amoroso, 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
17996.20
Series BVI63S
Series BVI63S Non -Impact Single lnswing Door W/Fixed Ute
Insert and Outswing Storm Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RI C CAC EXR 8VI63S E330 plus5jidf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Reststant No
12/17/2021
Design Pressure: +65/-65
Installation Instructions
Other:
FL17996 RI IT ELTx0061 BVI63S RevA ss.pdf
Verified By: Robert 1. Amoroso, 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 1 ® Page 1 / 210 0
0 0
Conned Its :: 2601 Blair Stone Road 131lahavree R 31399 Phone: 650487-1074
The State of Florida Is an AA/EE0 employer. CCO yright Z007-2011 stare of Florida.:: Pdwcv Statement :: AmsoblllN statemem :; ReFmd Statement
Under plodder law, email addresses are public records. If you do not want your a -malt address released In response W a public-mtords request, do not send elecLonlc
mail to this entry. instead, contact the allies by phone or by tmdebnal mail. If you have any questions, please contact 850.497.1395. -pursuant to Seeum
455.275(I), Florida Statutes, alretltve October 1, 3012, Morse. licensed under Chapter 455, F.S. must Provide the Department with an email address If May haw
one. The email, provided may be used for onlelal conemunleation with the Parsee. However email addresses am public record. if you do not wish to supply a persona
address, please provide tie Department with an email address which on be made available to the public To determine if you are a pmnsee under Chapter 455, FS.,
please click htct.
Product Approval Accepts:
W[W-7-1 RM cwhM
https://www.floridabuilding.org/pr/pr_app_fltl.aspx?pamm� GEVXQwtDquT[uhTqK2%2bd3R%2b%2bN%2f8qOs9RCIaMU%2bfRDgsq3ZdGjXlw%3d%3d
313012018
Florida Building Code Online
Credit Card
Safe
hops;IAv w.floddabullding.argfprfpr_app d0.espx7param=wGEVXQw07quTluhTgK2%2bd3R%2b%2bN%2fBrjOs9RCIoMU%2bfROgsg3ZdGjXlw%3d%a3d
GENERALNOTES:
ELIXIR DOOR & METAL CO.
MODEL 407 NON -IMPACT OUTSWING
VINYL LAMINATED STEEL DOOR
INSTALLATIONNOTES
I. THEPRODUCTANCHORAGE SHOWN HEREN IS DESIGNED
$.IN AREAS MERE WINDSORNE DEEMS PROTECTION
1.ONE (1) INSTAUATIONANCHORIS REQUIRED ATEACH
5. MINIMUM EMBEDMENT AND SOW DISTANCE EXCLUDE
TOCOMPLYYATHMECURRENTEDITIONOFTHE
REOUREMEMSENST,USEOFANUMACTPROTECTWE
ANCHORLOCAMON.
WALL FINISHES, INCLUDING BUT NOT LIMITED TO
FLORIDABUILOINOWDE(FBC)EXCLUDINGNIGH
SYSTEM COMPLYING WITH THE FED REOUIREMENTS FDA
STUCCO, FOAL, BRICK VENEER AND SIDING.
VELOCITY HURRICANE ZONE AND ME DESIGN
WINDSORNE DEBRIS REGIONS IS MANDATORY FOR ME
1 THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN
PRESSURE(S) STATED HEREIN.
PRODUCTHEREN.
ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM
& INSTALLATION ANCHORS SWILL DE INSTALLED IN
SPACINGS TO BE USED FOR PRODUCT INSTALLATION.
ACCORDANCE WRHANCHORMANUFACTURERS
IA.THE PRODUCTOETALS CONTAINED HEREINARE BASED
4FRMiE MATERUL: AUMINVMALLOY 6068-T6
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL
UPON SIGNED AND SEALED TEST REPORT DALAS
DOOR PANELMATEAWL•.M LVL VINYL LAMINATED
J. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
LABORATORIES, INC. o44278 AND ASSOCIATED
GALVAIZED STEEL0I SS MN IVI URETHANE FORA CORE.
Willi LOAD SEARING SHIM(S). MAXILNM ALLOWABLE
THAN THE MINIMUM STRENGTH SPECIFIED IN THE
LABCRATORY STAMPED DRAWINGS.
SHIM SIZE OF 114 INCH. SHIM WHERE SPACE OF III S INCH
'ANCHOR SCHEOULOMIS SHEET.
7. DESIGNATIONS STAND FORME FOLLOWING:
ORGREATER OCCURS SHIM(SI SHA L BE CONSTRUCTED
LAOEOUACYOFTHEEXISTINGSTRUCTUINLMFWAAWG
X:OPERASLEPANEL
OFNIGHOFNSITYPLASTICORSETTER.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
ORSTEELFRAMNG ASA MAINWWD FORCE RESISTING
O: MED PANEL
MUST BE MADE OF CORROSION RESISTANTMATERIAL
GYSTEN CAPABLE OF WRHSTMOWG PAID
4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR
OR HAVE A CORROSION RESISTANT COATING.
TRANSFERRING APPLIED PRODUCT LOADS TO THE
9. XAPOWME: 14GA.MINIMUM STEEL FRAMING SHALL Be AS SHOWN IN
FOUNDATION 0 ME RESPONSIBILITY OF THE ENGINEER
A IWFHINGES,.H)6062-TGEXTRUDEOALUMINUM •ANCNORSCHEDULE'THISSHEET.
ORARCHITECTOFRECORO.
B. LATCHLOORHEYM
C. DFAO BOLT: SINGIECYLINOER
3. 1XAND2X SUCKS(WHEN USEO)SHALL BE DESIGNED AND
ANCHOREOTOPROFERLYMANSFERALLLOMSTOTHE
9.SEESHEETIFORDESIGNPRESSURECHART.
STRUCTURE BUCHDESIGNMDINSTALIATICN IS THE
RESPONSIBILITY OF THE ENGINEER ORARCHTTECT OF
RECORD.
4.THE WSTN.LATION DETAILS OESCRIOM HEREINME
GENERICMD MAY NOT REFLECT ACTUAL CONDITIONS
FORASPEOFICSITE IPSITECONDIITONSCAUSE
DEtAILIMBHEREIN.
RTHESE OREMEHIT
OETALEDHEREIN.ASEN ENGINEERDR MU SECT
FREPARE SITE SPECffIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
DESIGN PRESSURE RATING (PST)
IMPACT RATING
WHEREVIATERIN LTMMCN
REQUIREAENTISNEEDEO
WHEREWATERIWILTRATION
REOUIREMENTISNOTNEEOEO
NONE
••
N0.014B.o
••UNRMUSTSE INSTALLED BENEATHAN APPROVED OVERHANG
TABLE OF CONTENT
SHEEP
DESCRIPTION
I
GENERAL AND INSTALLATION NOTES
2
ELEVATION, ANCHORING LAYOUT
3
VERTICAL CROSS SECTIONS
4
HORIZONTAL CROSS SECTIONS
ANCHORSCHEDULE
SUBSTRATE
DOORFRAME
TYPE
SIZE
MANUFACTURER
AND/OR
EMBEDMENT
�'E
DISTANCE
ANCHORCAPACTRES
TYPE
SPECIFICATION
(IN)R1R
(IM(R(A
BANS®ON
SHEET
MN.3
I4EEL
ARSE B10.6.4
MN. 37 KSI YIELD
TUBING GA
FIN(Z-BAR)
PAN HEAD
NO.R
(TAPPING SCREWI
PATMS'fRINSmE
7/6•
STRNE(7H
MIN
SURFACE OF
THICKNESS
SUBSTRATE
ANSI5I8.6.1
(HOOD SCREW]
HOOD WTH AMNINUM
2XINOCO
FW(Z-BAR)
PAN HEAD
NO.8
OR
1•
12•
SPECIFIC GRAVITY OF
FRAMING
ASNE S1B8.4
OA2.
(TAPPING G66 E:N
IIOTFS:
H IORWJODDORTAR J4G SICKENS IF9RRTNG GA LORXgUJ.ORLL O.OBT fl.OTHL4E(DPAL SDE461.
21 BJGEDGTANCEN6ISUREOFROY BRt0150EOFANCHORTO FDGEOFSIR9TRATE
0
U
Roeort J.A,nO.so,P.E.
FL P.E. No. 497S2
DI91MIFj Jig netl M Hobert J.
Amoiu4o
ON:4n=Robes l.AmaruLo, o,
oV=PTOProtlNO DOf9nGroup,
em4 20IS.O OS 0S4 ,S6 m TO
Dn102G16.0S050949564M50
34 3/4' MAX.
)OOR PANEL
WIDTH
ew
4' MAX.
To- MAX.
F F 1— 4
4 494
G X LOCK ASSEMBLY (REGULAR DRIVE-IN 01CAmP) F n
79 Y4- 783/4' 4 4 IS LOCATED APPROX. 3WABOVE [x] w
MAX. O.A. MAX. E O BOTTOM OF DOOR LEAF AND THE DEAD p n
FRAME DOOR 4 q BOLT ASSEMBLY APPROX. 42' ABOVE x
HEIGHT PANEL PPPTTT--- BOTTOM OF DOOR LEAF. SEE STRIKE O v
HEIGHT j DETAILB THIS SHEET
aW
]B'42* 34'MAX.
(TYP3 � �(7�'P.) O -4s
4�
A
TY P V A TiAAI
IXTER10R VIEW
1 ,,Y U X2112' WOOD
XB X 12'� I SCREW
SCREWS
l�Q 1
ENTRY DOOR
STRIKE DETAIL
%7.0 YIANIE>il'651RITE
HALF HINGES WI
98 X W4' SCREWS
(TYP.)
I I98 MUSTB W.
SCREWOF
SUFFICIEENTNT CREWLE(3) THREADS
AD
LENGTH
TO
I PENETRATE BEYOND
I MINIMUM BEYOND STEEL
_ V I TUBE
ENTRY DOLOR
STRIKE DETAIL
SILLANCHOR SPACING
SAME AS HEAD SPACING
ANCHOR LAYOUT
EXTERIOR VIEW
ANCHORING NOTES:
1. MINIMUM NUMBER OFANCHORS IN JAMBS IS 13.
ANCHOR SPACING VARIES. BUT NOT TO EXCEED
1O' NUWMUM O.C.
2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL
IS 7. ANCHOR SPACING VARIES. BUT NOT TO
EXCEED TO -MAXIMUM O.C.
'Id
�I
Roloodl Amv %P.E.
FL P.E. No. 49752
o.
O93pO6.O4'OP 1
1' MIN. EMBEDMENT
INSTALLATION ANCHOR
2X WOOD FRAME
(BY OTHERS) 17 MIN. THREE (3) THREAD
'TAPE TO BACK EDGE DIST.
MIN. PENETRATION
MOUNTING FIN -
MIN.
FIN
EXTERIOR INTERIOR \-14 GA MIN. SQUARE
STEELTUBING(SY
OTHERS)
EXTERIOR I INTERIOR
�1 VERTICALSECTiON
n \VOOO FRAMESUBSIRATE
EXTERIOR
INTERIOR
GL
VERTICAL SECTION
STEEL TUBING SUBSTRATE
EXTERIOR
INTERIOR
•
114'MAXSHIM
14 GA MIN. SQUARE
(BY
OTHERS)
OTHERS)SEALANT
TAPE TO BACK
6nWOODSCREW
SIDE OF MOUNTING FINV2'MIN.EDGE
DIST.
31B' MIN.
2X WOOD FRAME
SEALANTTAPE TOBACK
EDGEOIST.
(BY OTHERS)SIDE
OFMOUNTING FIN1IB
TAPPING SCREW
1'MIN.EMBE�MS)
THREE(3)THREAD
INSTALLATIONANCHI
INSTALLATION ANCHOR
MIN. PENETRATON
VERTICAL SECTI N
A
NODDFRAMIESUBMATE
C VERTICAL SECTION
STEELTUBING SUBSTRATE
I
25
Fl. RoAmolusv,P.E
FL P.. E. Na.4B]t3
0111MIlys13.4
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ATONSO
Amawsv, a,
L+IIi ou=PICProG�n
043C18OaVv
a
1M'MAX SHIM
O
1Q'MIN. E
MIN. EDGE GIST,
YX WOOD FR
Fl
v
$
(BY OTH
2X WOOD FRAME
(BY OTHERS)
IRS
o
a
aB WOOD S
aB WOOD SCREW
TALLATIONANINTERIOR
50HACX
INTERIOR
NSTALLATION ANCHOR
J'EMBEDMI'SNT
`
Y
O
a8XX4'SM
U
—
" h
T MIN.\\ \. \
1' MN.
_^
a
m
lz
e
tly j
C
EMBEOAIENT
Q'
0
W
frMo:
9
5
MALANTTAPE EXTERIOR
SIDE OF MOUNTING FIN
EXTERIOR
SEALANTTtAPETOBACK
SIDE OF MOUNTING
W
Oo`
ui
FIN
'a^
F r
00
g
a�
2w
3 5
^
W P U
5J
1H ON
11
` HORIZONTAL SECTION
O
\VOOOFMMESUBSTRATE
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�rr
"OODFMME UBS'fBA'I'EONTA
Q c
25;
®�
Q'i
s
SHE
14 GA. MIN. SQUARE
14 GA. MIN. SQUARE
7
3/B'MIN.EDGE GIST. STEEL TUSING(BY
OTHERS)
STEEL iUBING(BY
OTHERS)
,I
E�•MIN. EDGE GIST.
W
L s
INTERIOR INTERIOR
aB TAPPING SCREW
pS TAPPING SCREW
INSTALLATIONANCHOR
aB XD/4'SMS
INSTALLATIONANCHOR
T \\
THREE (3) THREAD
THREE
_J
MIN. PENETRATION
(3) THREAD
MIN. PENETRATION
Robert J. Al110N5e, P.E.
FL P.E No, 49T52
R
SEALANT TAPE TO BACK EXTERIOEXTERIOR
SIDE OF MOUNTING FIN
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T't3'r`.�FL# FL32765-RS
Application Type APormatlon
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Emall
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
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
Janus International Group, LLC.
135 Janus International Blvd.
Temple, GA 30179
(770) 562-6135 EXt3fi0
torts@janusintl.com
Curtis Schroeder
torts@janusintl.com
Curtis L. Schroeder
134 Janus International Blvd.
Temple, GA 30179
(770) 552-2850 Ext 360
curts@janusintl.com
Jake Lyons
134 Janus /ntemaUonal Blvd.
Temple, GA 30179
(770) 562-2850 Ext304
jakel@janusinti.com
Exterior Doors
Roil -Up Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcapy Received
Joseph H. Dixon, Jr
PE-7768
National Accreditation and Management Institute
12/31/2019
Gordon Thomas, P.E.
Validation Checklist - Hardcopy Received
FL12765 RS COI 29018 cert of f. indep,pdf
Referenced Standard and Year (of Standard) Standard Year
ANSI/DASMA 108 2005
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
https://www.goddabullding.org/pr/pr app dll.aspx7param=wGEVXQwtDgsmFBeODh9Xl1XBsnGJOdCinkksXGIKzXEAL9Frqf2vK0%3d%3d 1/3
Certified By
Sections from the Code
monaa punning was unime
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.
Documentation from approved Evaluation or Validation Entity yes No N/A
FL12765 RS CDC FL12765 Affirm for FBC 6th 2017s off(
Product Approval Method Method 1 Option D
Date Submitted 10/04/2017
Date Validated 10/04/2017
Date Pending FBC Approval
Date Approved 10/07/2017
Sum ma of Products
FL *
Model, Number or Name
Description
12765.1
Series 1100
Series 1100 - 26 Gauge Door Assebmly Max Size: 8'-84 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
FL12765 RS II 29018 Dwa T1012 Rev A.odf
ELIZ765 R5 11 29016 Install 750 1100 odf
Verified By: Joseph H. Dixon, Jr. 7768
Created by Independent Third Party: No
Evaluation Reports
FL12765 RS AE ER-09-0008-R odP
'Created by Independent Third Party: Yes
1276S.2
Series 1100
Series 1109 - 26 Gauge Door Assembly Max Size: 10'-0" x
14'-0"
Limits of Use
Approved for use In HVHZ: No
Installation Instructions
EL12765 RS 11 29018 Dwa T1013 Rev A.odf
Approved for use outside HVHZ: Yes
FL12765 R5 If 29018 Install 750 1100 df
Impact Resistant: No
Design Pressure: +19.4/-22.7
Other: Not for use In High Velocity Hurricane Zones
Verified By: Joseph H. Dixon, Jr. 7768
Created by Independent Third Party: No
Evaluation Reports
EL12765 RS AE ER-09-0008-R
odf
Created by Independent Third Party: Yes
12765.3
Series 3100
Series 3100 - 26 Gauge Door Assembly Max Size: 16'-0' x
2D'-O"
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: -No
De Ig Pressure: +36/-41
Other• + 6 41 psf at 12'-0" wide. Varying loads are s vva1n
for widths 8 D° [0 16'•0". Not for use In High VelaUty Hurridne
Zones
Installation Instructions
F_112765 RS fI 34012 Dwa T1004 E.odf
EL12765 R5 II 34022 Mod 3100 inst Instrodf
Verified By: Joseph H. Dixon, Jr. 7768
Created by Inde endent Third Party: No
Ev luatlon Reports
d
Created by Independent Third Party: Ye
12765.4
Series 3100
Sedes 310D - 26 Gauge Door Assembly Max S 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: +35/-38
Other: +351-38 psf at 16'-0" wide. Varying loads are shown
for widths IT-O" to 20'•0". Not for use In High Velocity
Hurricane Zones
Installation Instructions
F-12765 R5 11 32041 FL 2:1005 F 0002 odf
FL12765 RS II 34022 Mod 3100 Inst Instr pdj
Verified By: Joseph H. Dixon, Jr. 7768
Created by Independent Third Party: No
Evaluation Reports
EL12765 RS AE 32041 ER 09 0007 R2 170112 0005 odf
Created by Independent Third Party: Yes
1276S.5
Series 750
Series 750 - 26 Gauge r Assembly Max Size: -0" x 12'-0"
Limits of Us
pprove for use In HVH 1 o
Approved for use outside HVHZ: Yes
Impact Resistant: No
astaJtatlaasnst actions
FL12765 RS 11 2901E Dwa T1000 Rev B.pdf
EL32765 RS II z90181nstall 750 1100 odf
Verified By: Joseph H. Dixon, Jr. 7768
/
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other: Pressure: s
Created by Independent Third Party: No
Other: Not for use in High Velocity Hurricane Zones
In High
Evaluation Reports
FL32765 R5 AE ER-09-0007-R odf
Created by Independent Third Party: Yes
12765.6
Series 750
Series 750 - 26 Gauge Door Assembly Max Size: 6'-0" x12'-0"
Limits of Use
Installation
Installation Instructions
on
Approved for use in HVHZ: No
If 29018 Dwa T1001 Rev B.odf
Approved for use outside HVHZ: Yes
FL12765 RS 11 29018 Install 750 1100 p_df
Impact Resistant No
Verified By: Joseph H. Dixon, Jr. 7768
Design Pressure: +19.9/-24.4
Created by Independent Third Party: No
Other: Design pressures listed Is at test width of 6'-0". Far
Evaluation Reports
Pressures versus widths, see Table 1, Page 4 of evaluation
EL12765 R5 AE ER-09-0007-R pdf
report Not for use In High Velocity Hurricane Zones.
Created by Independent Third Party: Yes
12765.7
Series 750
Series 750 - 26 Gauge Dovr Assembly Max Slze:B'-B" x 12'-0"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLI2765 RS 11 29018 Dwa T1002 Rev e.odf
Approved for use outside HVHZ: Yes
FL12765 RS if 29018 install 750 1100 odf
Impact Resistant: No
Verified By: Joseph H. Dixon, Jr. 7768
Design Pressure: +24.4/-27.0
Created by Independent Third Party: No
Other: Not for use In High Velocity Hurricane Zones
Evaluation Reports
FL12765 RS AE ER-09-0007-R.odf
Created by Independent Third Party: Yes
12765.8
Series 750
Series 750 - 26 Gauge Door Assembly Max Size: 10'-0" x
IT-00
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12765 RS If 29018 Dwa T1003 Rev B.odl
Approved for use outside HVHZ: Yes
EL12765 RS 11 29018 Install 750 1100 odf
Impact Resistant: No
Verified By: Joseph H. Dixon, Jr. 7768
Design Pressure:+19.4/-22.7
Created by Independent Third Party: No
Other: Not for use In High Velocity Hurricane Zones
Evaluation Reports
FL12795 R5 AS ER-09-0007-R.odf
Created by Independent Thin) Party: Yes
12765.9 Series 850.5
Series 850-Sr 26 Gauge Door Assembly Max Size: 8'-8" x
12'-0"
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FLIZ765 R5 H 29018 Dwa T1006.5 Rev BAdF
Approved for use outside RVHZ: Yes
EL12765 RS II 29018 Install 850 odf
Impact Resistant: Yes
Verified By: Joseph H. Dixon, Jr. 7768
Design Pressure: +46/-54
Created by Independent Third Party: No
Other: Not for use In High Velocity Hurricane Zones
Evaluation Reports
FL12765 RS AE ER-09.0007-11.pol'
Created by Independent Third Party: Yes
Cooled Us:: 7601 Wall stone Road. jblj�hFL 3)399 Phone: 880-487-1924
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