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�, e`.91 Product Approval
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FL
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FL27402-R1 MAR 1 1 %LJ[:1
Application Type
Code Version
Revision
2017 ST. Lucie County, permitting
Application Status
Approved
Comments
Archived
u
Product Manufacturer
py
Carports Anywhere REVIEWED FOR
Address/Phone/Email
50858 S.E. County Road 221 ODE COMPLIANCE
Starke, FL PV` NCE
(352)468-1116
bodom@carportsanywhem.We LI CIE COUNTY
V
Authorized Signature
Brindle Odom B®DD
bodom@carportsanywhere.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email. Ir..
Category Roof FILE
ILE C®Py
Subcategory Roof Deck
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional 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, I.L.C.
Quality Assurance Contract Expiration Date 06/23/2023
Validated By Brian Jaks, P.E.
Validation Checklist - Hardcapy Received
Certificate of independence FL27402 RI COI Letter of Certificatiun.odf
Referenced Standard and Year (of Standard) Standard Year
ASfM E 1592 2005
FM 4471 1992
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/082019
Date Validated 08/09/2019
Date Pending FBC Approval 08/26/2019
Date Approved 10/15/2019
Summary of Products
r--------
FL*
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
FL27402 Rt 11 Hampton Rib Roof Panel over open
framina.ndf
Impact Resistant: N/A
Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +46.9 psf/-57.3 psf
Other: See evaluation report for various design pressures
Created by Independent Third Party: Yes
Evaluation Reports
Install per Manufacturer's details. Not for use In HVHZ Zones.
FL27402 RI AE Hampton Rib Roof Panel overones
framine.odf
Created by Independent Third Party: Yes
Conrad us :: 2601 ShIr Stone Road, Tallabassre M 32399 Monei 850-487-1824
The stale or nodJa is an A47e80 amPloyec Couninht 2007-2013 State 0 M,dda.:: pd yStatement::A¢essbnity Statement:: Retund Statement
one.
Personal
A
PmduR Approval Accepts:
P ® E-�l acra4 '®
Credit Card
Safe
to Ne public To detemdne
A
FL#27402.1 RI
Force Enginee�Testing Inc.
19530 Ramblrnood Drive
Humble,TR 77338
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Roof Panel over open framing
Florida Product Approval d 27402.1111
Florida Building Code 2017
Per Rule SIG20-3
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 Evaluator:
Terrence E. Wolfe, P.E. it 449Z3
Florida Evaluation ANE ID: 1920
Validator:
Brian Jaks, P.E. 070159
Contents:
Evaluation Report Pages 1-4
%%V
�Z',4r. �1' l C R N'F
STATE OF
i 9%•, 4
RID NV.,
3,I . V , ♦�
O111111♦♦♦♦
August 8, 2019
rFor,eEnle'cr1g8cTesting Inc.19530P.blewood Drive
Humblc,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 A792or 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 Cade
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 Rollforming Systems
Panel Fastener: 912-14 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&8for steel
gauge. Framing must be designed in accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Table W' 26 Ga. Hampton Rib Roof Panel
Maximum Design Pressure:
-57.3 psf
-72.9 psf
-67.7 psf
446.9 psfmStee[Framing
Panel Fastener Pattern:
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.
5'-0" O.C.
Substrate:
Min. 14 Ga.
Steel Framing
Min. 14 Go.
Steel Framing
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
•Design Pressure Includes a Safety Factor= 2.0.
STATE OF :or
P'.
%0,t�. FLOKI
S10rin; *001:
FL# 17402.1 RI
August 8, 2019
rFoxce Engineering &Testing Inc.
195301tamblmoad Drive
Humble,TX 77338
Table "B" 29 Ga. Xamoton Rib Roof Panel
Maximum Design Pressure:
-57.3 psf
-150.9 psf
♦39.0 psf
1143.2 psf
Fastener Pattem:
6"-3"-6"-Y-6"-3'-6"
6"-3"-6"-3'-6"-3"-6"
6"-3"-6'-3"-6'-3"-6"
6"-3"-6"-3"-6"-3"-6'
Fastener5pacing:
4'-0" O.C.
2'-0" O.C.
4'-0" O.C.
2'-0" O.C.
Substrate:
Min. 36 Ga.
Steel Framin
Min. 16 Ga.
Steel Framing
Min. 16 Go.
Steel Framing
Min. 16 Ga.
Steel Framing
'ueslgn Pressure includes a 5atety 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 #TST-5328)
Report No. 667-006OT-18A-E, 667-0061T-SSA-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-18E
3. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization It 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
a...erw
Pan
aamv
FL# 27402.1 RI
♦♦♦♦♦♦NSC Erg tr�f
C E Ns�e
Nu. 44/
STATE OF
'OL O R I ID
, 1t o it. ♦♦
August 8, 2019
Force Engineering & Testing Inc.
19530 Rambicwood D.1"
HumblgTX 77338
ma'nufactu ring under a quality assurance 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 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. Supportframing must be in compliance with Florida Building Code 2017
Chapter 22 for steel, and Chapter 16 forstructural loading.
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FL# 27402.1 RI
August 8, 2019
26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
1112-14 x 3/4' IMH 503 W/ I4MM 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 3/4" HWH SD3 Y!/ I4NIM BONDED NEOPRENE WASHER
GWO of Flcllds
C.OA.
f?2UM
NC... E..
NO.44923 `•m�
d
STATE OF
k,A —h: v
August 8, 2019
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11^I `�' Jill Approval
Y- USER: Public user
Pmtlud Audeval Man. > Pma.d or Aenllcatlan Search
> Aoelkalbn List > Appllcanon Detail
FL #
FL27403-R1
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
❑
Product Manufacturer Carports Anywhere
Address/Phone/Email 10858 S.E. County Road 221
Starke, FL
(352)468-1116
bodom@orportsanywhere.com
Authorized Signature Brandie Odom
bodom@carportsanywhere.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Structural Components
Subcategory Structural Wall
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional 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, I.I.C.
Quality Assurance Contract Expiration Date
06/13/2023
Validated By
Brian 0aks, P.E.
O Validation Checklist - Hardcopy Received
Certificate of independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL27403 R1 COI Letter of Certificatton.nd(
1709.2
Product Approval Method Method 2 Option 5
V
Date Submitted 08/08/2019
Date Validated OB/09/2019
Date Pending FBC Approval OB/26/2019
Date Approved 10/15/2019
Summary of Products
FL #
Madelr Number or Name
Description
27403.1
Hampton Rib Wall Panel
Hampton Rib Wall Panel over open Framing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL77403 RI II Hampton Rib. Wall Panel over open
framina.ml - -
Impact Resistant: N/A
Design Pressure:+46.9 psf/-57.3 psf
Other: See Evaluation Report for various Design Pressures.
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
Install per Manufacturer's Details. Not for use In HVHZ
Zones.
FL27403 -RI AE Hampton Rib Wall Panel over open
framinp.pdF
Created by Independent Third Party: Yes
27403.2
Resl-Lap Siding 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
FL27403RI 41 Resl-Lan'Wall Panel ndf
Verified By: Terrence E. Wolfe, P.E. 44923
Impact Resistant: N/A
Design Pressure: +40.0 psf/-37.0 psf
Created by Independent Third Party: Yes '
Evaluation Reports
Other: +40.0 psf at 4'-0" o.c. -37.0 psf at 4'-0" o.c. Install
FL27403 RL AE Resl-Lao Wall Panpl.ml
per Manufacturer's Details. Not for use. In HVHZ Zones.
Created by Independent Third Party: Yes
Contact Us:: 2601 Bill,Stone Road, Tallahassee FL R399 Phone: 9504$7-te24
The State of Honda is an A ffl employ. Carrvnmh[ 2007.7013 State of FlWO, :: Privacy Statement :: Accesslbbiry Statement a R Refund S� tatem nt
Under Florlda law, email addresses are public records. if you do not want your e-mail address released In response to a public-remms request, do not send electronic
mall to this entity, instead, wined the office by phone or by positional mail. If you have any questions, please contact 850.407.1395. 'Pursuant to SeNon
455.275(1), Florida Real effedive October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address It they have
one. The emal6 provided may be used for p(ncial communcelton with the licensee. However mall addresses are public rend. ❑you do not wish to supply a
personal address. Please provide the Department with an mall address which can be made avallable to the Public. To detenNne If you are a licensee under Chapter
Produce Approval Accepts:
®nEB®
Credit Card
Safe
A
S
FL# 27403.1 RI
Force Engtneeting & Testing Inc.
19530 R.bl..od DAv.
Humb1c,7X 77338
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Wall Panel over open framing
Florida Product Approval b 27403.1 R1
Florida Building Code 2017
Per Rule 61G20-3
Method: 2—B
Category: Structural Components
Subcategory: Structural Wail
Compliance Method: GIG20-3.005(2)(b)
NON HVHZ
Product Manufacturer:
Carport Anywhere
10858 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator:
Terrence E. Wolfe, P.E. A 44923
Florida Evaluation ANE ID: 1920
Validator:
:Brian Jaks, P.E. #70159
Contents:
Evaluation Report Pages 1-4
`33Jtlu Nlrrlr
Ike .. E, h•C ,9i
VI CB ifSF<�,
No. 449
Ai0
STATE OF ; rc
'!'L0R19A. t+`�
m.�rru �i •• ti
August 8, 2019
Force I;ngineerin g & Testing Inc.
19530 Rnmblewood Driw
Humblc,TX 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 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 80
Conforming to Florida Building Code 2017 Section 140S.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: '/." major rib at 9" O.C.
Panel Roliformer: MRS Metal Rollforming Systems
Panel Fastener: 912-14 x '/." HWH SD83 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 for steel
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
a46.9 psf
+54.7 psf
Panel Fastener Pattern:
2-1-2-1
2-1-2-1
2-1-2-1
2-1-2-1
Panel Span:
5'-0" O.C.
4'-D" O.C.
4'-0" O.C.
5'-0" O.C.
Substrate:
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 18 Ga.
I Steel Framing
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
*Design Pressure Includes a Safety Factor 2.0.
FL# 27403.1 RI August 8, 2019
Force Engineering & Testing Inc.
19530 Ramblcwood Drivc
Hmnble,TX 77339
Table "B" 29 Ga. Hampton Rib Wall Panel
Maximum Design Pressure:
-57.3 psf
-150.9 psf
+39.0 psf
+143.1 psf
'Fastener Pattern:
6"-T"6"-3"-6"-3"-6"
6"-3"-6"-3"-6"-3"-6"
"-3"-6"
6"-3"-6"-3"-6"-3"-6"
Fastener Spacing:
4'-C" O.C.
2'-0" O.C.
4'-0" O.C.
2'-0" O.C.
Substrate:
Min. 36 Ga.
Steel Framing
Min. 36 Ga.
'Steel Framing
Min. 16 Ga.
Steel Framing
Min. 16 Ga.
Steel Framing
'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 hereinhas 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 # TST-5328)
Report No. 667-006OT-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 manufacturer's recommended details.
Insulation:
Manufacturer's approved product (Optional)
Panel Fire Classification:
Fire classification Is not part of this acceptance.
o eNo. 410
STATE OF `
o:
�1�.A. AZ O R I9A.•4,�
VD el is •. .k\(s �
FLAP 27403.1 RI
August 8, 2019
rForceEnlgin�neefnng Testing Inc.
953ameaood Dti"
Numblc;rX 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 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 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# 27403.1 RI
Js�3��N C E'E
cegSFl�.
NO. 409
•o' STATE OF
msarw ORI94`.��'
s r'
August 8, 2019
A
1
I
26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
#12-14 • 3/4' Ml/H SD3 Y!/ 1411M BONDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6"
12-14 v 3/4" WIN SOS W/ 14LIM. BONDED NEOPRENE WASHER
SW of Roddc
CAA
®Ram
N0.44823�� % jc
STATE CA 44s _
G'
August 8, 2019
t
lit
eCis Mome laq In I User Peplslrapon Hot Topla eubMt surUarye
etas aFacts Publications
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fib tla
Product Approval
)
USEB: Public User
Prpdurt Aenrnval Menu > Pmdust or APulkayan Search > Aualkation List> Application
Detail
FL F
FL17996-Rl
Application Type
Affirmation
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/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Elixir Door and Metal Company
1215 Pope Drive
Douglas, GA 31533
(912)493-2215
ryarberry@elixlydmc.com
Randall Yarberry
ryarberry@ellxirdmc.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 E33O
Year
2002
171 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 0 No 0 N/A
Product Approval Method
Method 1 Option A
J
Date Submitted 01/29/2018
Date Validated 01/29/2018'
Date Pending FBC Approval
Date Approved 02/04/2018
Summary of Products
Go to Page
r-
A O Page 1/ 2 O m
FL #
model, Number or Name
Description
17996.1
Series 202-205 Steel Door
Series 202-20S Steel O.S. Door w/ Vertical Slider Window
Limits of Use
Certification Agency Certificate
Approved for use inHVHZ: Na
FL17996 R1 C CACr ASTM
E330 olusS,nd
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 RI 11 4 Rey A f
Verified By: Robert 3, Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1642 Rev3 415-0705 ss:0df
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 R1 C CAC FXR 230 W9 Cottage ASTM E330
Approved for use outside HVHZ; Yes
olusS,odf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure:+30/-30
12/03/2018
Other:
Installation Instructions
FL17996 R1 11 ELIX0033 Rey A Series 230 W9 55 udf
Verified By: Robert]. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1642 Rev3 415-0705. ss,Ddf
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 RI C CACXR 40 -14 F330 MmS,ndf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
09114/2020
Design Pressure: +40/-40
Installation Instructions
Other:
s df
Vedned By: RobertJ. Amoruso, PE fL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1951 Revla 415-0705 ssodf
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 CACxR 40 - OS '+0 0l S odf
Approved for use outside HVHZ: Yes
-Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2020
Design Pressure: +40/-45
Installation Instructions
Other:
FL17996f
Verified By: Robert J. Amoruso, PE FLPE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1951 Rev1a 415-0705 ss.odf
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 DWsS odf
Approved for use outside HVHZ: Yes
'Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2020
Design Pressure: +40/-45
Installation Instructions
Other:
f
Verified By: Robert 3. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1951 Rev1a 415-0705 ssndf
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
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RI C CACXR 430-W9 E330 0l us .odf
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 11 ELIX0053 R V A OS M DE 4
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AF PER 1951 R vla 41 -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 CACxR 6400 E3 0 0l w nd!
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 'Rb 1I-ELIX0056 Rev -A IS MODEL 6400-W9 WITH
STORM DOOR ss.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1954 Rev2 415-0705 SS.Ddf
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 R1 C CAC-EXR-7500val.71.adiustable threshold
E330 olusS.odf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +34/-50
09/17/2019
Other:
Installation Instructions
EL17996 RI IT ELIX0055 Rev -A IS MODEL 7500 OVAL 21
WITH ADJUSTABLE THRFESHOLD ssodf
VerlfiedBy: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996. R1 AF PER 1955 Rev2 415-0705 ss ndf
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
Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL17996 R1 C CAC EXR 7500 Oval
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/16/2019
Design Pressure: +501-50
Installation Instructions
Other:
R17996 RI 11 ELIX0060R v 7500 23
OVAL WITH STORM DOOR ss-.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AEPER 1955 Rev2 415-0705 ss odf
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 Rf C CACXR 8400 E330 Dlus5,Ddf
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 R1 11 ELIX0057 Rev -A IS MODEL 8400-W9 QYAL
STORM DOOR
WITH ss.odF
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1954 Rev2 415-0705 ss.pdf
Created by Independent Third Party: Yes
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 I
FL17996 RI C CAC%R 9000 50 330 olns5 odf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
09/16/2019
Design Pressure: +50/-50
Installation Instructions
Other:
FL17996 RI IT FLIX00SB Rev -A IS BLANK 9000 DOOR W
STORM DOOR cs odf
Verlfled By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1954 Rev2 415-0705 s5 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
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Certification Agency Certificate
FL17996 Rl C CAC 5XR 9400E 30 phis5,odf
Quality Assurance Contract Expiration Date
09/16/2019
Design Pressure: +50/-50
Installation Instructions
Other:
FL17996 R1 11 ELIX0059 Rev -A IS MODEL 9400-W9
COTTAGE W. STORM DOOR ss.adf
Verged By; Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AF PER 1954 RevRev2 415.0705 c= odf
Created by Independent Third Party: Yes
17996.13
Series AFIF7N
Series AFIF7NNon-Impact IS Fiberglass Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ-- Yes
Impact Resistant: No
Certification Agency Certificate
FL17995 RI C CACXR AFIF7N E330 phisS.Ddf
Quality Assurance Contract Expiration Date
09/14/2019
Design Pressure: +38/-38
Installation Instructions
Other:
PL17996 R1 11 ELIX0040 AFIF7N-8FIF7N RevA SS odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports'
FL17996 R1 AE PER 1957 Rey? 415-0705 ,.no
Created by Independent Third Party: Yes
17996.14
Series AFOFM
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 olus5 odf
Quality Assurance Contract Expiration Date
09/14/2019
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +38/-38
Installation Instructions
Other
FL17996 RI If ELIX0042 AFOF7N-BFOF7N RevA ss odf
Verlfled By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AF PER 195ReyRey2 415-0705 i,,df
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 Rl C CAC EXR AVIF7N E330 olusS odf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
04/05/2020
Design Pressure: +25/-25
Installation Instructions
Other:
FL17996 R1 11 ELIX0047AVIF7N-BVIF7N RevA ssodF
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AF PER 1951 RevRev2 415-070t ss.ndf
Created by Independent Third Party: Yes
17996AE
Series AVOF7N
Series AVOF7N Non -Impact OS Steel Doors
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RI C CAC EXR AVOF7N E330 DIUSS odf
Quality Assurance Contract Expiration Date
04/06/2020
Approved for use outside HVHZ: Yes
Impact Resistant: No ,
Design Pressure: +21/-21
Installation Instructions
Other:
ELL7996 RI 11 ELIX0048 AVOF7N-BVOF7N RevA scndf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AF PER 1991 RevReV2 41S-0705 == 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
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL17996 RI C CAC EXR 5FIF7N E330 olu=_5 odF
Quality Assurance Contract Expiration Date
09/15/2019
Design Pressure: +38/-38
Other:
Installation Instructions
FL17996 RI 11 ELIX0040 AFIF7N-BFIF7N R Ve, SS.Pdf
VerlRed By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
F-17996 RI AF P R 195 RevRev2 415-0705 0= ndf
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
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL17996 RI C CAC EXR BFIF7S E330m1us5.ddf
Quality Assurance Contract Expiration Date
09/15/2019
Design Pressure: +38/-38
Installation Instructions
Other:
FL17996 RI It ELIX0046 BFIF7S ReVA ss odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17926 R1 AF PER 1957 Rev2 415-0705 ss,gdf
Created by Independent Third Party: Yes
17996.19
Series BFOF7N
Series BFOF7N Non -Impact OS Fiberglass Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Certification Agency Certificate
- FL17996 Rl C CACXR BF0F7N E330 alus5.Dd!
Quality Assurance Contract Expiration Date
04/06/2020
Design Pressure: +30/-30
Other:
Installation Instructions
FL17996 RI II ELIX0042 AFOF7N-BFOF7N R VA ss,pdf
Verified By: Robert]. Amoruso, PE FL PE No. 49752 -
Created by Independent Third Party: Yes
Evaluation Reports
F 179 5 R] A PER 1952R v 415-0705 ss.ndf
Created by Independent Third Party: Yes
17996.20
Series BVI63S
Series BVI63S Non -Impact Single Inswing Door w/Fixed Lite
Insert and Outswing Storm Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Certification Agency Certificate
FL17996 R1 C CACXR BV1635 E330 olusSodf
Quality Assurance Contract Expiration Date
Impact Resistant: No
12/17/2021
Design Pressure: +651-65
Installation Instructions
Other:
FL17996 R1 11 ELIX0061 BVI63S RevA s= od(
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AF PER 7744 R v7 415-0705.== ndf
Created by Independent Third Party: Yes
Go to Page m 0 A Page 1/ 2® m
00
contact UIs:: 2601 Wall Stone Road, h, naea=aea Fi. A=Phone: 650-467-1e24
TIIe State of Florida is an AA/EEO employer, ooM,ht2007-101p hate ofFlorida. ::ptlracv5tamunom:; AcceaMblllty Statement ;; R✓Ivnd Stararrant
Under Florida law, emall addresses are public records. if you do not want your e,mall address released In response to a9ubli9records request, do not send eleclronll
Iddress which can be made iiwihble to the
455, F.S., please click bars.
ProductApprpe9l ACCepta:
MMMEE M
•sDcar;gatl:-rlucs
A•L•1
(Validalor/ Operations Administrator)
Elixir Door and Metals Company
1215 Pope Drive
Douglas, GA 31533
Attn: Randall Yarberry
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval
is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings,
by an AAMA Accredited Laboratory.
1. The listing below will be added to the next published AAMA Certified Products Directory.
SPECIFICATION
AAMA INTERIM DOOR CERTIFICATION
PROGRAM
RECORD OF PRODUCT TESTED
ASTM E 330.02 STP = +60, -67.5 psf
ASTM E 330.02 DP =+40, d5 psf
COMPANY AND PLANT LOCATION
CPD NO.
SERIES MODEL & PRODUCT'
MAXIMUM SIZE TESTED
DESCRIPTION
Elixir Industries
407
FRAME
LEAF
Plant Code: EXR
7459
(ALUMINUM FRAME) (X-OS)
TV x 6'8"
21Fx 6'7"
(STEELIFOAMISTEEL)
2. This Certification will expire September 14, 2020 (extended from September 14, 2015 per AAMA 103.15) and requires validation by
continued listing in the current AAMA Certified Products Directory until withdrawn by manufacturer.
3. Product Tested and Reported by: Dallas Laboratories, Inc.
Report No.: 44278 rev.
Date of Report: December 20, 2011
Date: January 5, 2012
Revised: August 11, 2015
Cc: AAMA
SBS
ACP-04 (Rev. 1/11)
Validated for Certification
Associated Laboratories, Inc.
Authorized for Certification
AmedcBA Architecturalfacturers Association
ELIXIR DOOR & METAL CO.
MODEL 407 NON -IMPACT OUTSWING
VINYL LAMINATED STEEL DOOR
GENERAL NOTES
I.THEPRODUCTMCHOMGESHOWNHEREINISOMIGNED S.INME %"ERELWNDWMEDMRISPROTECTION
TOCOAIPLYWMHTHECURRENTEDMONOFTHE
REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE
FLORIDA BUILDING CODE(FBO) EXCLUDING HIGH
SYSTEM COMPLYING WITH WE FBC REQUIREMENTS FOR
VELOCITY HURRICANE ZONE AND THE DESIGN
WINDBORNE DEBRIS REGIONS IS MANDATORY FOR ME
PRESSURES) STATED HEREIN.
PRODUCTHERON.
la. THE PRODUCT DETAILS CONTAINED HEREIN ME BASED
6. FRAME MRTEROL: ALUMINUM ALLOY 6063-T6
UPONSIGNEDMUSEALETTESTREPORT DALLAS
WORPANELMATERIAL:.00MILVINYLLAMIMTED
LABORATORIES, INC. k4iZ)SAND ASSOCNTED
GALVMN DSTEt1.015-SKINW/URETHANEFOAMMRE.
LABORATORY STAMPED DRAWINGS.
2.DESIGNAVONS W STMOFORTHEFCLLOWNG:
1 ADEQUACY OF THE EXISTING STRUCTURAL M FRAMING
X: OPERABLE PANEL
ORSTEELFRAINNG ASAMNNWNDFORCERESISTNG
O: FIXED PANEL
CMMLE OF ND
TFASYSTEA
APPLIEDPRODUCT LOADS
t4 HARDWARE:
FOUNDATION ENGINEER
IS MEREOPR000CTYOFWEEGI
A. HALFHLOCK(4)6063-T6 EXTRUOEO ALUMINUM
ORARCTIECTOFFIRESRONSIBBITYOFTHE
OR MCHffECT OF REGARD.
B. KEYED
L. DEAD BOLT: SINGLE CYLINDER
DEADB LT:
3.1X AND 2K SUCKS (WHEN uSEO) SHILL 8E AND
LOADSDESIGNED
THE
B.SEESHEEit FOR DESIGN PRESSURE CHART.
BUIOPESIGN AND INSTALLLOMSTO
STRUCTURE BUCK DESIGN AND ISTHE
STRUCTURE.
RECORD. BILffYOF THE ENGINEER ORARCHITECT OF
ORARCHiT
RECORD.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ME
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS
FORA SPECIFIC SITE. IF STTE CONDITIONS CAUSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS
DETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT
SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
DESIGN PRESSURE RATING(PSF)
IMPALTMTING
WHEREWATERNFILTMTION
REQUIREIAENTISNEWED.
WHEREWATERNFILTRATION
REOUIREMENTISNOTNEEOED
NONE
••
.404/45.0
"UNIT MUST BE INSTALLED BENEATH AN APPROVED OVERHANG
TABLE OF CONTENT
SHEET
DESCRIPTION
I
GENERAL AND INSTALLATION NOTES
2
ELEVATION, ANCHORING LAYOUT
3
VERTICAL CROSS SECTIONS
4
HORIZONTAL CROSS SECTIONS
INSTALLATION NOTES:
0
L ONE ANCHOR IS REQUIRED AT EACH
S. MINIMUM EMEEDMENTMD
ANCHOR LOCATION.
LOCATION.
BUTEDGENO UMCEEXOLUOE
WALLFINISHES, INLLMNNGBUTNOT O
STUCCO, FOAhI, BWCK VENEERMOSIDING.
SIDING.
SPACINGS SHOWN
2 THE INSTALLATION ANCHORSFATTHEANCHORS
a
ARE
1FO QFMCHORSMDATION.
b. INSTAACCORDATION ORS INSTALLERS
Z
EUSEDMUM
SPACINGS TOBEUSEO FOR PRODUCT INSTALLATION.
INGST BE
NCE
ACCORDANCE WITH ANCHORA
MAN
NO
AND
DANCHIRS SH
ANTANCHORSSHALL
INSTALLATION NSUBSTR
�
0
I. SWTH HIM LOAD
DBERIN SHVM(ST EACH MA)U UMALLATION ALLOWABLE
TES LESS
NOT BE WE
INSUBSTRATESSTRENGTH
ITHSPECIFIED
IFIE IN
IN THE
MINIMUMS THIS
W
tim
�2
SHNSUADBEARINCH. SHWWNEUMUMALLOLVABLE
CH
SHIM(S)S
SHIMSIATER
'MAN ANCHOR SHEET.
'ANCHOR SCHEDULE'THIS SHEET.
�w
ALL8CON TRUC
OR OCCURS, SWARBET ALL BE CONSTRUCTED
dH
HIGH DEROCLURS
OF HIGH OENST'PLASTIC OR BETTER.
J.
C
CORROSION RESISTANT
AIR
MUST BE MADE OFMATERIAL
MMEOFCONROSISTANT
4 W
W
4. ANCHORS FOR INSTALLATION INTO W00O FRAMING OR
HAVE COATI
OR MVEA CORROSION RESISTANT COATING.
Z0Z
14GA MINIMUM STEEL FRAMING SHALL BEAS SHOWN IN
O.O
'ANCHOR SCHEDULE- THIS SHEET.
0=4
N
Z,
D,
O
0
Q
to
pw
w
N
o>
O
ANCHORSCHEI%ILE
DOOR RTAME
MANUFACTURER
EMEEDMENi
EMS
ANCHORCAPACIRR
SUBSTRATE
TYPE
SIZE
ANOIOR
III
DISTANCE
TYPE
SPECIFICATION
(m
(IN)101V
EASEDON
SHEET
MN.3
A1ETALSTEEL
THREADS
TUBING 14 GA
FIN(Z-BAR)
PAN HEAD
NO,B
ASNE Bie 6A
PAST INSIDE
3/8°
MN. 33 KSI YIELD
69N
(TAPPING SCREW]
SURFACEOF
STRNEGTH
THICKNESS
SUBSTRATE
ANSI 818.6.1
(YWOD SCREWI
HOOD KITH AIANIMIM
2XWOOD
FIN(Z-BAR)
PAN HEAD
NO.8
OR
1'
12"
SPECIFICGRAVITYCF
HTSNING
lSNE B18.6.4
OA2.
R P WG SCREW)
-
NOTES:
i) FOR WOOUCA TAPRAG SORENS GSFLIRNG E:A CONCERN, DRILL ODO' P1Of IgLELCRLL SQE45).
2)E3GEDSTAI tE SUPEDFF.OIAB MSOJEOFAN RTOE =WSUB51T M
Robert J. ARIOLIIBD, P.E.
FL P.E. No. 49752
Digitally t i9neE by BobeRl.
AmolVw
DN: <n=Robert J. Ammu.. o,
Do=PLC Pm4uct Deal, Gmbp,
email-=,O rtOptccor oom,cW5
Dalc 2015.08.0509.4936-0 00'
MAX.
DOOR
PANEL
35 1 111V MAX. O.
FRAME WIDTH
34 3f4' MAX.
DOORPANEL
WIDTH
�4
EY4
O
O
I
\
a
N
V
yy
�C
10' MAX.
2
o n
x
O.C. (ryP.)
=
E
3' MAX. (TYP.)---i i"'-F� 3• MAX. mPJ
_
_.
4-MAX mP.)I—
IS LOCATED APPROX. THE OVE
DEAD
BOTTOM OF ASSEMBLY
LEAF THE
BOTTOM OF DOOR LEAF.
SEE ABOVE
BOTTOM OF DOOR LEAF. SEE STRIKE
DETAILS THIS SHEET
34' MAX(TYmP)
I 4F MAX mP.)
HALF HINGES Wl
88 X 314' SCREWS
(TYP.)
ELEVATION
CX IORVIEW
\Y lle x 2112'WOOD
SCREW
SCREWS
I
I�Q 1
RN'TRY DOOR
STRIKE DI:T'All,
xnun,<+vesea-rv.vn
I I N8 TAPPING SCREW.
SCREW MUST BE OF
SUFFICIENT LENGTH TO
I - 1 PENETRATE (3) THREADS
MINIMUM BEYOND STEEL
1 171 c TUBE.
ENTRY DOOR
STRIKE DETAIL
mv.n'mar..r:¢v�xnr.
10- MAX.
SILL ANCHOR SPACING
SAME AS HEAD SPACING
ANCHOR LAYOUT
EXTERIOR VIEW
ANCHORING NOTES: '
1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13.
Robflrt J. A111oN64. P.E
ANCHOR SPACING VARIES, BUT NOT TO EXCEED
FL P.E. No. 40752
10- MAXIMUM O.C.
DigRallyslgned
2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL
by Robert J.
IS7. ANCHOR SPACING VARIES, BUT NOT TO
Amoruso
EXCEED 10-MAXIMUM O.C.
mo�w,,,
/,:w!.ff, Z-y DN:cn=Rabert J.
cmrp.mmc=u
Date:2015.08.05
0450:06.OS00'
1'MIN.EMBEDMENT #8 WOOD SCREW
INSTALLATION ANCHOR
ZX WOOO FRAME`
(BY OTHERS) \
SY—
VZ MIN.
SEALANT TAPE TO BACK
EDGE DIST.
SIDE OF MOUNTING FINI
SEALANT
SIDE OF
1
t/d'
EXTERIOR IINTERIOR
VERTICAL SECTION
u WO OD FRAME SUBSTRATE
EXTERIOR INTERIOR
�1 VERg t SECTION
1V000 PNAME SUBSIItA'fE
MIN.PENETRATION I p TAPPINGSCREW
INSTALLATION ANCHOR
SEALANT TAPETO BACK 318'MIN.
SIDE OF MOUNTING FIN EDGE DIST.
14 GA. MIN. SQUARE
STEEL TUBING (BY
OTHERS)
EXTERIOR INTERIOR
VERTICAL SECTION
- STEELTUBI" SUBSTRATE
EXTERIOR INTERIOR
f14 GA MIN. SQUARE
STEEL TUBING (BY
/ OTHERS)
SEALA14TTAPE TO BACK EDGEDI5L
SIDE OF MOUNTING FIN
dB TAPPING SCREW
THREE (3)THREAp INSTALLATION ANCHOR
MIN. PENETRATION
(�,1 VERTICAL SECTION
�' STEEL IlJBING SUBSTRATE
Robert J. Amomso, P.E.
FL P.E. No.497U
Digimllysigned
by Robert J.
Amoruso
n DN-CmRoben J.
\\\ Amoruso. o.
ou=WC Product
Di9n Go.p.
^�'•=e wf all=robenppt
a=US
Ddte:1015AB.05
045o:18-04100'
1/4' h1A%SHIM
1/4'MAX SHIM
N
o
sO
=
12' MIN. EDGE DIST. 12' MIN. EDGE DIST.
a
E
(BOOHERS) YT
2X WOOD FRAME
(BY OTHERS)
<
8n
y
,
,e,
9
k8 WOOD SCREW S
/
NB WOOD SCREW
13
INSTALLATION ANCHOR INTERIOR
INTERIOR
1 INSTALLATION ANCHOR
<
¢
O
4BX314-SMS
LZ
N
a
1'MIN.
MIN.
EMBEDMENT
a
N
o
4�
4
o
EMBEDMENT
i
z
oSw
a
[— m
E
3p
oN3
u
SEALANT TAPE TO SACK EXTERIOR' EXTERIOR SEALANT TAPE TO BACK
W i°.Doc
SIDE OF MOUNTING FIN
SIDE OF MOUNTING FINg
i m
�w�
<
.
R V
dN
pep~ �
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T.
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( 1 HORIZONTAL SECTION
�..`�
HORIZONTAL SECTION
O = "'
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tvooD rtenMEsuesranre
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14 GA MIN. SQUARE
14 GA MIN. SQUARE
r--I
3
3M'MIN. EDGE DIST. STEEL TUBING(BY
OTHERS)
INTERIOR
STEEL TUBING(BY
OTHERS)
INTERIOR
J
I
3/8' MIN. EDGE DIST.
,�
0 TAPPING SCREW
#8 TAPPING SCREW
INSTALLATION ANCHOR
98 X 3I4'SMS
INSTALLATION ANCHOR
'r'
1 na'w�
THREE (3) THREAD r \' \
MIN. PENETRATION
THREE (3) THREAD
MIN. PENETRATION'
Roberti J.Amoiuso.P.E.
FL P.E. No. 49752
SEALANT TAPE TO BACK EXTERIOR EXTERIOR
SIDE CF MOUNTING FIN
SEALANTTAPETOBACK
SIDE OF MOUNTING FIN
%�
HORIZONTAL SECTION
HORIZONTAL SECTION
STEEL TUBINGSUBSIAATE
DI9IuIi n nearoxBJ.
STEELTUBINGSUHTRAT[
Ammuso9
ON-.=Ro bert J. Ammueo. o.
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 1951, Rev. 1 I Project No. 415-0705 11 8/3/15 1 Page 1 of 3
Product Manufacturer Product Name. Model and/or Description
Elixir Door and Metal Company Non -Impact Glazed or Opaque, Inswing or Outswing, Painted Steel or
1215 Pope Drive Vinyl Laminated Steel Doors with or without Strom Door —X
Douglas, GA 31533
Code: Current Edition of the Florida Building Code
Compliance Method: Fla. Admin. Code R. 61G20-3.005(i)(a) — Certification Mark or Listing; as administered by the Florida
Department of Business and Professional Regulation.
Product Testing, Materials and Certification: Test Reports by Dallas Laboratories, Inc., 1323 Wall ST. Dallas, TX 75215
• ELIX0050: #44276, dated December 22, 2011 to ASTM E330-02
• ELIX0051: #44277, dated December 21, 2011 to ASTM E330-02
• ELIX0052: #44278, dated December 21, 2011 to ASTM E330-02
• EUX0053: #44279, dated December 21, 2011 to ASTM E330-02
Product Installation Instructions: All drawings listed below by PTC Product Design Group, Revision A, Dated 8/3/15, signed
and sealed by Robert. J. Amoruso, P.E.
• EUX0050: Model 402-14 Non -Impact Outswing Vinyl Laminated Steel Door w/Storm Door
• ELIX0051: Model 402-20S Non -Impact OutswingVinyl Laminated Steel Door w/Storm Door
• ELIXOD52: Model 407 Non -Impact Outswing Vinyl Laminated Steel Door w/Storm Door
• ELIX0053: Model 430-W9 Non -Impact Dutswing Vinyl Laminated Steel Door w/Storm Door
Engineering Analysis & Evaluation: The following evaluations, engineering and/or rational analysis/calculations have been
performed.
• PTC PDG Report No. 1933 Anchorage Engineering for doors shown on drawings ELIX0050, ELIX0051, ELIX0052 and
ELIX0053, signed and sealed by Roberti. Amoruso, P.E.
• PTC PDG Report No. 1934, Anchorage Engineering for doors shown on drawings ELIX0036, signed and sealed by
Robert J. Amoruso, P.E.
• PTC PDG Report No. 1935, Anchorage Engineering for doors shown on drawings ELIX0035, ELIX0037, ELIX0038 and
ELIX0039, signed and sealed by Roberti. Amoruso, P.E.
Limitations & Conditions of Use:
• This product has NOT been evaluated for use inside the HVHZ (High Velocity Hurricane Zone).
• Refer to Product Installation Instructions noted above for:
o Maximum allowable wind loads at related maximum allowable size(s).
o Maximum allowed sizes of fenestration components.
o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations.
• Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition
of the Florida Building Code and/or ASCE 7-10 for components and cladding based on allowable stress design.
• Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a
licensed professional engineer or registered architect as required by the authority having jurisdiction.
• Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and
transferring applied product loads to the foundation Is the responsibility of the licensed professional engineer or
registered architect acting as the design professional of record for the project of installation.
�Amw� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
r/L 321.690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation
61 U2u-3 F.A.C. I Report No. 1951, Rev. 1
Certificate of Independence per Product Approval
Rule 61G20-3.009
PTC Product Design Group, LLC and Roberti.
Amoruso, P.E. does not have, nor will acquire, any
financial interest in the company manufacturing of
distributing product(s) covered by this Product
Evaluation Report.
PTC Product Design Group, LLCand Robert J.
Amoruso, P.E. do not have, nor will acquire any
financial interest In any other entity involved in the
approval process or testing of the products) covered
by this Product Evaluation Report.
No. 415.0705 1 8/3115 1 Page 2 of 3
Digitally signed by
Robert J. Amoruso
DN: cn=Robert J.
Amoruso, o, ou=PTC
Product Design Group,
email=robert@ptc-
corp.com, c=US
Date: 2015.08.13
21:04:27-04'00'
Evaluated By:
Robert 1. Amoruso, P.E.
FL P.E. License Number 49752
mm�� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752.0775
rAFL 321-690-1788 1 FBPE Certification of Authorization No. 25935
a
eels Mame I trite I Usersteglstrattan I Matt Pigs I submit Surcharge , Stets aFacts Publicatiam Conted Us eCIS site Map kinks search
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(4• �) j�,, USER: Public User
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Pmaud AeemnI Menn>Preduct orrArmliratlen Search> Aooll+tien Ust> Application Uetall
FL * FL12765-R5
Application Type Affirmation
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/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
n
Janus International Group, LLC.
135 Janus International Blvd.
Temple, GA 30179
(770)562-6135 Ext 360
curts@janusintl.com
Curtis Schroeder
curts@janusintl.com
Curtis L. Schroeder
134 Janus International Blvd.
Temple, GA 30179
(770) 562-2850 Eat 360
curts@januslntl.Com
lake Lyons
134 Janus International Blvd.
Temple, GA 30179
(770)562-2850 Ext 304
jakel@janusintl.com
Exterior Doors
Roll -Up Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a
Licensed Florida Professional Engineer
C Evaluation Report - Hardcopy Received
Joseph H. Dixon, Jr
PE-7768
National Accreditation and Management Institute
12/31/2020
Gordon Thomas, RE.
I Validation Checklist - Hardcopy Received
FL12765 R5 COI 29018 cert of F index ndf
Referenced Standard and Year (of Standard) Standard
ANSI/DASMA 108
ASTM E330
TAS 201
TAS 202
TAS 203
Equivalence of Product Standards
Certified By
Year
2005
2002
1994
1994
1994
Sections from the Code
EI 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 Oyes ONO O N/A
FL12765 RS COC FL12765 Alffrnn for FBC 6th 2017s,ndf
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
Summary of Products
FL*
Modelr Number or Name
Description
12765.1
Series 1100
Series 1100 - 26 Gauge Door Assebmly Max Size: 8'-B" x
14'-01
Limits of Use
Installation Instructions
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
FL12765 RS If 29018 Own T1012 Rey A df
F 1 7 5 R5 11 2 018 install 750 1100 odf
Veruled By: Joseph H. Dixon, Jr. 7768
Created by Independent Third Party: No
Evaluation Reports
FL12765 RS AE ER-09-0008-R odf
Created by Independent Third Party: Yes
12765.2
Series 110D
Series 1100 - 26 Gauge Door Assembly Max Size: 10'-0" x
14'-0"
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12765 RS IT 29018 Dwo T1013 Rey A df
Approved for use outside HVHZ: Yes
FL12765 RS 11 29018 Install 750 1100 odf
Impact Resistant: No
Design Pressure: +19.41-22.7
Other: Not for use in High Velocity Hurricane Zones
Verified By: Joseph H. Dixon, Jr. 7768
Created by Independent Third Party: No
Evaluation Reports
FL1276S R9 AF E11-09-0008-11.nd/
Created by Independent Third Party: Yes
12765.3
Series 3100
Series 3100 - 26 Gauge Door Assembly Max Size: 16'-0" x
20'-0"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure:+36/-41
Other: +36/-41 psf at 12'-0" wide. Varying loads are shown
for widths 8'-0" to 16'-0". Not for use In High Velocity
Hurricane Zones
FL12765 RS 11 34012 Dwa T1004 E odf
FL12765 R5 If 34072 Mod 3100 inst in=_trod(
VerlBed By: Joseph H. Dixon, Jr. 7768
Created by Independent Third Party: No
Evaluation Reports
FL12765 R5 AE M3100 FL12765 T1009G PZ.ndf
Created by Independent Third Party: Yes
12765.4
Series 3100
Series 3100 - 26 Gauge Door Assembly Max Size: 20'-0" x
20'-01
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-38
Other: +35/-38 psf at 16'-0" wide. Varying loads are shown
for widths 15'-0" to 20'-0". Not for use In HighVelocity
Hurricane Zones
FL12765 R5 li 7 041 FL T1005-F 0002 odf
FL12765 R5 H 34022 Mod 3100 Inst InstrndF
Verified By; Joseph H. Dixon, Jr. 7766
Created by Independent Third Party: No
Evaluation Reports
FL12765 765 RS AF 32041 R-09-0007-112 170117 0005 df
Created by Independent Third Party: Yes
12765.5
Series 750
Series 750 - 26 Gauge Door Assembly Max Size: 3'-0" x
12'-0"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17769 RS 11 29018 Dwa T1000 Rev B ndf
Approved for use outside HVHZ: Yes
FLl 76S RS 11 790IR install 750 1 100odf
Impact Resistant: No
Verified By: Joseph H. Dixon, Jr. 7768
Design Pressure: +351-45 Created by Independent Third Party: No
Other: Not for use in High Velocity Hurricane Zones Evaluation Reports
FL12765 R5 AE ER-09-0007-R.ndf
Created by Independent Third Party: Yes
12765.6
Series 750
Series 750 - 26 Gauge Door Assembly Max Size:.6'-0"
x12'-0"
Limps of Use
Installation Instructions
Approved for use In HVHZ: No
FL12765 R5 11 29018 Dwa T1001 Rev 8.odf
Approved for use outside HVHZ: Yes
FL12765 RS It 2901E Install 750 1100.odf
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". For
Evaluation Reports
pressures versus widths, see Table 1, Page 4 of evaluation
FL12765 R5 AE ER-09-0007-R.odf
report. Not for use In High Velocity Hurricane Zones.
Created by Independent Third Party: Yes
12765.7
Series 750
Series 750 - 26 Gauge Door Assembly Max SIze:B'-B" x
12'-0'
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12765 R5 II 2901E Dwa T1002 Rev B.ndf
Approved for use outside HVHZ: Yes
FL12765 AS If 2901E 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
FL 12765 RS AE ER-09-0007-R.od(
Created by Independent Third Party: Yes
12765.8
Series 750
Series 750 - 26 Gauge Door Assembly Max Size: 10'-0" x
12'-0"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12765 RS If 29018 Diva T1003 Rev B.adf
Approved for use outside HVHZ: Yes
FL12765 RS If 29018 Install 790 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.
FL12765 RS AE ER-09-0007-R.nd(
Created by Independent Third Party: Yes
12765.9
Series 850-S
Series 850-S, 26 Gauge Door Assembly Max Size: 8'-8" x
12'-0"
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12765 R5 11 29018 Dean T1006-S Rev B.odf
Approved for use outside HVHZ: Yes
FL12765 RS If 79018 Install 850.ndf
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
FL12769 R5 AE ER-09-0007-Rodf
Created by Independent Third Party: Yes
MOW
Cortad Us :: 2601 Blair Stone Road, Tallahassee K 32399 Phonet 850-487,1824
TheState ofBpdda Is an AWED employe, Caaerl9ht 2007-2013 State of Florida.:: Pr ary Statement:: ArmssIEIIIN Staement:: ReNad Statement
Under Florida law, ¢mall addresses are pi.blix remMs. If you do not want your a -mail address released In reapanse to a
455, F.S., please di@LIL.
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WjanU;SInternational Group
135 Janus International Blvd.
Temple, GA 30179
770-562-2850
www.janusintl.com
JANUS INTERNATIONAL MODEL 3100
1-866-562-2580
www.janusinti.com
INSTALLATION INSTRUCTIONS
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JANUS INTERNATIONAL DOORS MUST BE INSTALLED BY TRAINED ROLLING DOOR '�
TECHNICIANS QUALIFIED TO INSTALL PRODUCT SAFELY WITH PROPERIMOWLEDGE TOOLS;'
SAFETY -AND INSTALLATION EQUIPMENT! CAREFULLY READ'INSTALLATION INSTRUCTIONS
FAMILIARIZE YOURSELF Willi -ALL. INSTALLATION PROCEDURES, WARNINGS,,CAUTIONS AND'; ,'
NOTES,BEFORE ATTEMPTING TO.INSTALL DOOR: JAWS INTERNATIONAL CORPORATION WILL'
NOT N%ARRANTY OR ACCEPT RESPONSIBILITY F.OR'DOORS NOT INSTALLED PER THESE
NSTALLATION.I NSTRUCTIONS.
i-- -- - ..
A IMPORTANT INFORMATION A
CAREFULLYRFADINSTALUTION INSTRUCTIONS, FAMIUMUC YOURSELF WITH ALLINSTAILATION PROCEDURES, WARNWGS. CAUTIONS. AND NOTES BEFORE ATTEMPTING TO
INSTALLDOOR.
• INSPECTRECE DDOORABSENBLYFORWSWLEDAMAGEANOIORCOMPONEMSHORTAGM
• SNIPPING OANAGE FILE DAMAGE CLAIM IMMEOIATELYWRN FREIGHT CARRIER SUPPLY DOOR SUPPLIER WRH PHOTO DOCUMENTATION TO RECENEREPLACEMENT
COMPONENTS.
• PART SHORTAGE: WMEDIATELYCONTACT DOOR SUPPLER YM PARTS SHORTAGE CLAM.OROER NUMBER, DOOR MODEL, PHOTO WCUMENTAMMARE ENCOURAGED
MEMPEDFIEPROCESS.
• INCORRECT PARTS' IF RECEIVED DOOR COMPONENTS AND PARTS DD NOT MATCH THOSE REFERENCED IN THESE INSTALLATION INSTRUCTIONS, IMMEDIATELY CONTACT
DOORSUPPUM
IFATANYTIME BEFOREOR DURING INSTALLATION YOU ME UNFAMMIM. UNCOUFORTABLE, OR CONFUSED BY INSTALLATION PROCEDURES OU JNW IN THESE INSTALLATION
INSTRUCTIONS 00 NOT ATTEMPTTO INSTALL DOOR ASSEMBLY. IMYEORTELYCONTACT DOORSUPPLIER WRH pUESTENSH:ONCERNi
A READ ALL WARNINGS BELOW A
AUSE APPROPRIATE SAFETY EQUIPNENTTO AVOID SERIOUS INJURY. _
® CLEAR FLOOR AT OPENING OF ALL DEBRIS BEFORE INSTALLING PRODUCT.
AUSE APPROPRIATE LDT[O EQUIPMENT AND CORRECTLIFTM6 PROCEDURES TO AVOID DAMAGESENIOUS INJURY OR DUTR ``,,,��, "co,// A MONNGOOORCOULDRESULTV1BM MORSERIOUSINJURY.DONOTCLOSEDOORUNTILDOORWAYISCLEAR. `% (/QN............/�,y /,/
ACONTROLTHESPEEOOF THE MDR DURING MMULL OPERATION. :O-3RP VCC'.✓A(Si
* i No. T766 I�
ADO NOT STAND OR WALK UNDER A MOVING OWN. y
AKEEPMORWAYCLEAN AND INFULLVIEWMILE OPERATING WOR. t STATE OF
AMNOT PERMIT CHILDREN TOPLAY ON, NEARORWITH DOOR OROPERATE DOOR CONTROLS.
® UNLOCK DOOR BEFORE OPENING DOOR '"II AL `%%%
A SENSING DEVKES ON MOTOR OPERATING DOOM SHOULD RETESTED FREQUENTLY. /¢
'i/Zl/
®VISUALLY INSPECT DOOR ANDHAROWME MONTHLY FOR WORN ANOIOR BROKEN PARTS AND CHECK D DOOR OPERATES FREELY. DO NOT OPERATE A DOOR WITH A BROKEN
SPRING.
ACOMPONENTS ARE UNDER EKTREME SPRING TENSION. COULD RESULT IN DEATH OR SERIOUS INJURY.
® DOOR MUST BE FULLY OPENED "EN MAKING ADJUSTMENTS.
AVERIFY OPENING WIGTN AND HEIGHT BEFORE [STALLING GUIDES.
ADOOR BAN FALL IF BOTH BRACKETS ARE NOT SECURELY FASTENED TO THE JAMBS. ALL FASTENERS ATTACHING BRACKETS TO JAMBS MUST FIT SECURELY INTO
STRUCTURAL MEMBER OR SURFACE. IF DOOR FALLS, SEROUS MIURY OR DEATH ANDNR DAMAGE TO DOOR CAN RESULT.
BEFORE U RANG DOOR INTO POSITION, ASSURE THAT ALL SETSCREWS ARE TIGHTENED TO ADEQUATELY SECURE "LE SUPPORTS AND TENWONER. FARUMTO SECURE WILL
RESULT IN FALLING PARTS, WHICH W LL LEAD TO SERIOUS INAIRY OR DEATH.
AUSE APPROPRIATE LIFTING EQUIPMENT AND CORRECT LIFTING PROCEDURES TO AVOID DAMAGE SERIOUS INJURY OR DEATH.
ADD NOT REMOVE WRAPPING FROM DOOR UNTIL INSTRUCTED TO 00 SO.
AFALURE TO AOMEBE TO THEABOVE CONDITIONS WL4 RESULT IN PERSONAL INJURYOR PRODUCT DAMAGE NOT COVERED UNDER JANUS INTERNATIONAL PRODUCT
WARRANTY. ALWAYS HANDLE PROOUOT WDN CARE MO MAEW ALL MSMUCRONS. WARNINGS, ANO NOTES BEFORE [STALLMG PRODUCT.
A RENEVIDOORASEEMBLYANO GENERAL PARTS DESCRIPTIONSBILL OF MATERIALFROM PAGED. FIGURE L TO FAMILIARRE YmICIELFWRK COMMON PARTS WROWNG SHEET
N MDR ASSEMBLY.
ADOORA99ENBLESME MANUFACTURED PER OPENING WIDTHS AND HEIGHTS SPECIFIED ATTME OFORDEF. JANUS INTERNATIONAL WILL NOTES HELD RESPONSIBLE FOR
OPERMG WIDTHS OR HEIGHTS THAT DO NOT MATCH THOSE SPECIFIEDATTIME OF ORDER,
FIGURE 1:.DOOR ASSEMBLY 8 GENERAL PART DESCRIPTIONS
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..pESCRIPTIUN'IPARLNl1NBER '
.REM
„DESCRIPTION'1PARTNUMBER
1 '- .
12• Spiral Barrel
7
LH - Roll Formed Guide with windbar
' '13...
RH - Comm. Bracket
2. '
26 Ga. Curtain
-'8.
RH - Roll Formed Guide with windbar
:.14
Stamped Axle Support
3.-
Windlacks
9'
Headstop
16'
Comm.Slide Lock
4
1 s/s' O.D. Axle
" 10
Tensioner
16 �
Comm. Step Plate
5,:
12'Dmm
11`
Mounting Plate
17i
Bottom Bar Assembly
' 6 "`
Spring/Counterbalance Assembly
12
1 LH-Gomm. Bracket
.' Is:
Slide Lock Assembly
• FIGURE 2: SIDEROOM CLEARANCE REQUIRMENT CHART
OU=E 0 F
;_OUTSIDE OF ,
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BRACKEr.4'.
BRACKET
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BORNE
STEP 1. VEkIFYOPENING
*Note: ODOR ASSEMBLIES AREMANUFACTURED PER OPENING WIDTHS ANO HEIGHTS SPECIFIED AT TIMEOF ORDER. JANUS INTERNATIONAL
WILL NOTASSUME RESPONSIBILITY FOR OPENING WIDTHS OR HEIGHTS THATOO NOT MATCH THOSE SPECIFIED AT TIME OF ORDER.
O VeMfopening width and height and condom measurements match width and height detailed on door packaging label
o Verify that iambs are Plumb.
o Verify door and header for level.
o Verify adequate side clearance at iambs and clearance above and at sides of header. See Side Room and Headroom Clearance
Requirement Chart (page 3. Figures 2 t: 3).
o Verify that the guide mounting surface an the Iamb Is flush
7 VedN That all Parts required for Installation are with the door. See page 2. Figure 1 for General Bill of Material
STEP 2: MOUNTING PLATES
ONote; Mounting Plates are optional components for installation to steeliambs. Mounting Plates are to be Installed with fasteners supplied or
welded directlyto steellamb. D mounting plates were not ordered, orlamb type Is other than steel, Proceed to step 3.
• Position Mounting Plates where bottom edge is gush with headerand Inside edge is gush with lamb edge. See Figure 4.
• Install mounting plates to steel lambs with 3 each %-16 x t y' hex -head bolts. washers, and lock nuts supplied.
*Note: Install washers on her nut side only
Oilers: Assure Mounting Plates are level with each other
3-%-16 x 1 Y." t LEVEL MOUNTING PLATES
HEX -HEAD BOLT
o A 0 o f
o b I 1 0 0 1 10•
O I HEADER t I O O I _1
LH MOUNTING PLATE —J RH MOUNTING PLATE
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- JAMB EDGE
FIGURE 4: MOUNTING PLATE INSTALLATION + :;I STATE OF{ir
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SYEP 3: COMMERCIAL BRACKETS TO GUIDES
Ciliate. GUIDE BELLMOUTH FOR CURTAIN ENTRY INTO GUIDE IS FACTORY NOTCHED. APPLY 15'-20' SEND IN SELLMOUTH TOASSURE
SMOOTH CURTAIN ENTRY. FAILURE TO FLARE GUIDE BELLMOUTH WILL RESULT IN CURTAIN SCRATCHING ANDIOR DAMAGE.
O Allach Commercial Brackets to guides, lowting lop surface of bracket 2- below top of guide. Use 2 eachY, - 20 x s/' carriage bolts, 114 - 20 serrated
flange hex nuts and & flat washers per bracket for tensioner.and the non-tensioner (drive) end for push-up operation. See Figure S.
ONofe: DOOR DRIVE OPERATION MAYBE INSTALLED ON EITHER END OFDOOR ASSEMBLY
NO '4r-
\ (� nu• (�0,w• �I.
\\ d• •••.� "I I ',200e
:�'p, •r��CENAgF.•b ,!p�� CARRIAGE BOLT
�..- .
No. COMMERCIAL— /
BRACKETSTATE QF
86.. ORO'- �4r\` Q ' 8 GUIDE BELLMOIfTH
920
''\\
//// SERRATED FLANGE HEX NUT
14- r." FLATWASNER
GUIDE
FIGURE 5: TENSIONER END (LH Shown/RH Opposite)
CNote. FOR MANUAL PUSH-UP OPERATION, SPACERS ARE NOT PROWDED OR REQUIRED FOR COMMERCIAL BRACKET MOUNT.
o Reduced Hand Chain Drive: Attach Commercial Brackets to guides, locating top surface of bracket 2' below lop of guide.
Install drive bracket with 2 each .20 x 1 %' aniage bolts, Y - 20 serrated flange hex nuts and Y' Oat washers. Insert
1 each Yi' O.D. x56- long spacer tubes between guide and bracket at each bolt location. See Figure 6.
• Jack Shaft Motor Operation: Attach Commercial Brackets to guides, [outing lop surface of bracket 2- below top of guide.
Install dive bracket with 2 each - 20 x 2YI" carriage bolts, n - 20 serrated flange hex nuts and y' flat washers. Insert
1 each 1 y' O.D. x 1)¢ long spacer tubes between guide and bracket at each bolt locallon. See Figure 6.
o Pantheon Motor Operation: Install drive bracket with 1 Y2 spacing between outside of guide and Inside of bracket No
spacers ere provided for this application. Locate lop surface of bracket 2' below top of guide. See Figure 6. (Spacers not provided)
,® TOPOFGUIDE
CARRIAGE BOLT
—ram
.cam i° COMMERCIALaRACKET
GUIDE BELLMOUTH
V a
0 4 FLAT WASHER
SPACER TUBE(S) - O
O �
Q o -
0
SERRATED FLrLAN20GE HEX NUT
GUIDE
FIGURE 6: DRIVE END (RH Shown/LH Opposite)
5
STEP 4: GUIDES AND BRACKETS TO JAMB
o Brackets and guides must be attached to jambs using fasteners as specified In Table 1.
TABLE 1: GUIDE & COMMERCIAL BRACKET FASTENERS
ITEtvt"
JAMB `-'-'
TENERS-`,bRILL
SIZE°`
- r
Steel
%716 x 1 Y4" Hex Bolt and Nut
%e"
BRACKETS
Concrete or Filled Block
%" x 1 a/" Powers Wedge -Bolt
Powers SOS, 01318
Steel
Y4" -14 x 1"TEKS Screw
None
. =PUIDES�"
'
Concrete or Filled Block
a/s" x 4" Powers Wedge -Boll
Powers SOS- 01318
*Note: DOOR ASSEMBLIES ARE MANUFACTURED PER OPENING WIDTHS AND HEIGHTS SPECIFIED AT TIME OF ORDER.
JANUS INTERNATIONAL WILL NOT ASSUME RESPONSIBIL17YFOR OPENING WIDTHS OR HEIGHTS THAT DO NOT
MATCH THOSE SPECIFIED AT TIME OF ORDER.
a Guides to be mounted centered about the opening. Back of guide placemenl/measuremenl from Iamb edge is
4Yi"per side. Overall back of guide to back ofguide measurement to be Opening Width * SY'. See figure 7.
-- OPENINGWIDTH.81i — --
FIGURE 7: GUIDE PLACEMENT
c THREE MOUNTING OPTIONS EXIST AND ARE DICTATED BY JAMB TYPE AND/OR THICKNESS
a OPTION I: Steel jambs Ys' or greater. Y' 14 x 1'self driliing/tapping. scrows at toe of guide. See Figure g
a OPTION 2: Masonry jambs. 3/y' x 4" Powers Wedge Bolt at Inside of guide. Sae Figure 9
a OPTION 3: Steel Jambs less than J/e'thickness. Y. -14 x 1'self drillingnapping screws at toe and Inside or
guide. See Figure 10.
�. -14 x 1' SELF GRILLING
412/f4
SCREW '.a BTEEL JWEITHICKNESS
F MAX CENTERS
2' 2'
�- OPENING WIDTH• B', -- --
FIGURE 8: GUIDE MOUNTING -OPTION 1
I
r 3r0 EXISTING CONCRETEOR FILLED
,. BLOCK JAMBS `
1..4- POWERS WEDGE BOLT
-. -- OPENING WIDTH .8 --
FIGURE 9: GUIDE MOUNTING - OPTION 2
J ran — EXISTING JAMS_
14 GA MINIMUM-
' 14 X P SELF DRILLING.-
SCREW
e•MAXCENTERS
i
p• J.
r
I� OPENINGWIDTH-81i -- �-.
FIGURE 10: GUIDE MOUNTING - OPTION 3
Install guides per mounting option detail that applies to spedlic Installation applications. See Figure S. 9 or 10.
^ Install guides and brackets with fasteners supplied. which should match those referenced on Page 6, Table 1,
,•"(Rote: Figure 11 below illustrates bracket mount to steeliembs via mounting plates. Refer to Page 6, Table 1 for
approprlato fastener type porlamb type.
3.1. LOCK NUT
3-°. FLAT WASHER
MCUNTINGPLATE
CCMMERCIAL BRACKET
nju
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1' 3-°e•FIATWASHER
3-4°• 16 a ri
HEX -HEAD BOLT
FIGURE 11: COMMERCIAL BRACKET TO WALL (STEEL JAMB)
STEP 5: PUSH-UP TENSIONER END - FLOOR LEVEL INSTALLATION
o Rotate tensioner release arm towards wall.
o Slide lensicner over axle, with arrow pointing toward wall, unlit approximately
2 W of axle is outside of lensloner. Allow release arts to rotate back towards
slating position. See Rgure 12.
o Tighten set screw when in place.
FIGURE 12: TENSIONER TO AXLE
1SH-UP NON-TENSIONER END - FLOOR LEVEL INSTALLATION
sped axle support over axle, with arrow pointing toward wall.
s 13.
nped axle support over axle until approximately 2 Te' of axle is
r stamped axle support.
et screws when in plate.
STANPEOA%LESUPPORT
FIGURE 13: STAMPED AXLE SUPPORT TO AXLE
I
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STEP 7a: REDUCED HAND CHAIN DRIVE END -FLOOR LEVEL INSTALLATION
O Fasten cast ring gear to drum using 3 each %-16 x 1 Yi grade 5 hex bolls and %' lock washers.
o Install 2 each %- 16 x P square head set Screws in the threaded holes In the cast axle support.
These will be tightened against the axle later.
n Slide cast axle support over axle until approximately 2%"of axle is outside ofcast axle support.
See Figure 14.
O Tighten set screws when in place.
CAST AXLE SUPPORT
2-xe-16X1 SOUAREHEAO
SETSCREW
--- -3-°f LOCKWASHER
L GRADE SHEX BOLTS
FIGURE 14: CAST AXLE SUPPORT AND CAST RING GEAR TO DRUM ASSEMBLY
STEP 7b: ELECTRIC OPERATOR DRIVE END -FLOOR LEVEL INSTALLATION
O Locale 3 each 1. O.D. x 2 V long spacer tubes and struts between 72 tooth sprocket
and drum. Attach apmceet with 3 each '%-15 x 3 V grade 5 hex bolls and %• lack washers.
O Slide stamped axle support over axle. with arrow pointing toward wall. until approximately
1 %' of axle is outside of stamped axle support. See Figure 15.
O Tighten set = am when In place.
AXLE
M
2-SETSCREW
STAMPED AXLE SUPPORT
3-x.-16 X 3ri
GRADE 5 HEX BOLTS
i
1
O
0 O
n`
---3-'i LOCKWASHER
FIGURE 15: EO KIT TO DRUM ASSEMBLY
3 - i-O.D. 2".- L SPACER
3-STRUT
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• STEP•7c: PANTHEON DRIVE END - FLOOR LEVEL INSTALLATION
CAST IRON SADDLE
ANCHOR BRACKET WITH
STEEL TUBES INSERTED
DRUM
AXLE
FIGURE 16: PANTHEON BARREL ASSEMBLY
SHIPPING WRAP& PADDING
PANTHEON COMMERCIAL
ROLLING DOOR OPERATOR
'BEFORE LIFTINGDOOR�INTO POSITION ASSURETHATAL--SETSCREWS ARETIGHTENED ,
TO ADEQUATELY SECURE AXLE SUPPORTS AND TENSIONER.LLIR FAIETO SECURE'WLL-' *�
RESULT IN FALLING PARTS;HI WCH. WILL LEAD-T.O SERIOUSINJURY.. OR DEATH.,
STEP B: RAISING DOOR ASSEMBLY ONTO BRACKETS
\\\111111l1��
o Before IiPong, orient bottom bar at 12 *lock position.
o Raise door using appropriate lifting equipment, assuring a protective bander is maintained between product and
any ,��`yv` ..•�•l"'•••
surface or object that it may come Into contact with.
.•• n•
•��11`��GE, NS` :•I
J Position door on brackets with tensloner and axle support resting safely on top of commercial bracket Range'
.
�O�
See Figures 17-20 for appropriate drive type application.
* *,
• Doorshould be positioned as dose as possible to the header and still be able to rotate and dear bodam bar.
STATE
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o Each end of doorshould be equal distance from the header and the curtain must be centered In the opening.
�OT�
2.
E
go
3 -3e' FIAT WASHER
—4-ro'LOCK WASHER.
4--r-16xx,'
GRADE 5 HEX BOLTS
STEP 9a: REDUCED HAND CHAIN DRIVE END
o Attach cast axle support to commercial bracket using
-16 x %a' grade 5 hex bolt, j'e lock washer and %' gat washer.
O Position chain hoist assembly on door bracket next to cast
axle supped and attach to door bracket using 2 each
%- 16 x'/' grade 5 hex baIM a/a' lock washers and W
flat washers. The spur gear on the hoist wig engage wllh the
Internal teeth of the previously Installed cast ring gear.
See figure 17.
o Connect cast axle support bracket to side of chain hoist
using 31, -16 X 00'/' hex boll and a/' lock washer. See Figure 17.
o Feed hand chain over chain packet wheel and through hoist.
Connect ends of hand chain, being careful not to twist chain.
Hand chain may be lengthened or shortened as necessary.
o Install hand chain keeper on wag or Jamb.
FIGURE 17: CAST AXLE SUPPORT TO 13RACKET
STEP 9b: ELECTRIC OPERATOR DRIVE END
7 Attach stamped axle support to commercial bracket using 2 each
3/-16 xo/f grade 5 hex bolt, 3/"lock washer and %flat washer.
See ngure 18.
— SHIPPING WRAP A PADDING
2-re FLATWASHER
- 2-3s LOCK WASHER
...- 2-sx-16 x'j
GRADE 5 HEX BOLTS
FIGURE 18: STAMPED AXLE SUPPORT TO BRACKET
0\111111111!//I
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i. No.7788
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OLT
STEP 9C:. PANTHEON DRIVE END
a Attach anchor bracket to commercial bracket using u-bolt and 2 each
%- 16 Mange nuts and V' fiat washers. See Figure 19.
SHIPPING WPAP 5 PADDING
ANCHORBRACKET
kSHER
2-I'.-16 FLANGE NLrrs
FIGURE 19: PANTHEON ASSEMBLY TO BRACKET
STEP 10: TENS/ONER END
Attach tensloner to commercial bracket using 2 each -16 x 3/4' grade 5
hex bolts. sV lock washers and a/' gal washers. See Figure 20.
No.7768 �
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SHIPPINGWRAPB PADDING —
2-'d FLAT WASHER
2-°i LOCKWASHER
2-1r 16.3 .
GRADE HEX BOLTS
FIGURE 20: TENSIONER TO BRACKET
�^-SOTrOra BAR
K,
• 13
STEP 11: SETTING INITIAL SPRING TENSION
o With bottom barat 12 o'clock position, rotate door towards wall 1 Y
revolutions.
o While firmly holding door at bottom bar, cut packaging that secures the
door. Direct bottom bar Into guides, stopping Just below headstop area.
See Figure 21.
FIGURE 21: DOOR ASSEMBLY TENSIONER SIDE
STEP 12: HEADSTOP INSTALLATION
Slide headstop Into headstop holder, lining up holes on
each. Attach headstop using /' xya' hex boll and a/a'
lock washer as shown In Figure 22
3e'xr27HEXBOLT
°,' LOCK WASHER
I
HEAOSTOP
FIGURE 22: HEADSTOP TO GUIDE
,
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STEP 13: SLIDE LOCKASSEMBLY INSTALLATION
.wi
-'•
a Lower bottom barand install slide lock and step plate using 2
`
each Y - 20 x I'hex bolts, %e - 18 hex nuts, Ye' gat washers and
l ` /
Ye -20 nylon Insert hex nuts. Do this at both ends of bottom bar.
o y
See Figure 23.
® a -'
'
0Transfer the Y.-20 xyx' carriage bolts and Y,-20 serrated Range
o
u
0
hex nuts that were removed from both ends of the bottom bar to
®•
the 2 holes at the center of the bottom bar and angle.
0
o For pushup operation only, Install rope In one of the holes at the
' ;''ate
center of the hodzonlal leg of the bottom bar angle.
\t>tllllflfl
2-s,d HEX NUT
U .•�
SLIOELOCK
.� .......... h
— STEP PLATE N: ,ENpS� y i
••
'
O
`� •
.. _..2_+i FLAT WASHER 7
a
= 7%� �P
2- NYLON Fe
t Te'
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• '�,T�s .•• QR�••e,.
2. r: x f HE%BOLT x
\`14h
AL `I
Oj�ul
FIGURE 23: ATTACHING SLIDE LOCK ASSEMBLY %
STEP 14: DOOR OPERATION / 061 ^A 7"
4•/L//
Ot Note: Before cycling door to test door operation, assure that all fasteners and set screws are tightened and securing all components.
n Cycle door by raising and lowering door to Its fully dosed and fully opened position.
* Set limits of electrically operated doers at this time.
* Evaluate spring tension. If adjustments to spring are required, proceed to Step 16.
I RESULT IN DEATH OR SERIOUS
fNG 6O0k'TECHNICIANS USINGi.
AKING ADJUSTMENTS: _
STEP 15. ADJUST SPRING TENSION
• Before increasing or decreasing spring tension, loosen'/- 16 square head set screws In tensioner and axle support at both ends of door.
9 INCREASING SPRING TENSION: At lensloner end, using pipe wrench, rotate axle/pipe wrench away from wall. Increase tension In •Y, tum
increments. Allow axle/pipe wrench to ease back towards wall until tensioner secures axle rotation. Re el Set
straws and reevaluate spring tension by cycling door.
v DECREASING SPRING TENSION; At tension end, using pipe wrench, rotate exlelpipe wrench away from wall slightly. Holding this position, rotate
tensioner release arm Iowa ms wall. Carefully allow axle/wrench to rotate [awards wall in Y. turn Increments.
While holding this position, allow tensioner release arm to rotate back to Its starting position. Carefully allow
axle/pipe wrench to case back until tensioner sectues axle rotation. Re -tighten set screws and re-evaluate
spring tension by cycling door.
DECREASE
SPRING
TENSION
INCREASING FROM
OR T ECREASING SPRING TENSION Iv1US7
'�SE-0ONE FROM TENSIONER SIDE OF DDORASSEMBLY.:+ °
0 INCREASE
SPRING
TENSION
STEP 16: WARNING LABEL % 6
e
p Apply warring label at a readable height on the drive side door guide orlamb.
Joseph H. Dixon, Jr. P.E.
Product Design Consultant Florida No. 7768
407-671-0169
EVALUATION REPORT No.: ER-14-0001
Reference No.: 29018 32003 32041 34012
Product: Exterior Doors - Rolling Overhead Doors
Series 3100
Manufacturer: Janus International Corporation
135 Janus International Blvd.
Temple, GA 30179A435
Statement of Compliance:
3952 Lake Mira Ct.
Orlando, FL 32817
March 24, 2014
The Rolling Doors Series 3100 described in this report were evaluated to be in compliance with
the 2010 Florida Building Code. The doors are, for the purpose intended, at least equivalent to
that required by the Code when manufactured and installed as described below.
Description of the Product:
All doors consist of a corrugated steel sheet curtain suspended from a drum roller. The curtain on
all models is suspended from a drum roller. Coiling around the drum raises the curtain. The sides
of the curtain are constrained from lateral movement along their vertical edges by steel guides
that are attached to the doorjambs. This constraint provides resistance to lateral wind forces.
Various guide configurations are used for the different door styles included in this report. The
lateral wind forces are transferred from the curtain to the guides and then through the attachment
elements to the doorjamb. The doorjambs are part of the main wind frame resisting system and
usually are constructed of steel, concrete, or concrete masonry units.
Series 3100 (Commercial Door)
Door curtains have a thickness of 26 gage (min. 0.017 in.) and are made of ASTM A653 structural
steel, grade 80, pre -painted, galvanized steel with a full coat of primer and baked siliconized
polyester finish coat The corrugated sheets are interlocked mechanically to form the curtain. Lap
splices are at approximately 20 inches on center vertically in the installed door. The corrugation
height is approximately 5/8 inches and the corrugation pitch is 3.25 in. Style variations include
door width, and wind load rating. Maximum door height is limited to 20'-0". The door is described
in detail on drawing T1004 Rev E, dated 2/28/14. tttltl H►111j
%%`%tpH IV N:0/k0''�.
�py,r`�GENSF% : •v��
? 14o. nse
V 1 STATE OF r
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Page 1 of4 / s •ti... ...••• G\ `
C1r;onsultinXiientUmnslnlematioml12014U4012Eval Repon ER-14-0001032414.docx ¢����,¢„ //S��NI�; �?0\%`,
Joseph H. Dixon, Jr. A FL No. 7768 Evaluation Report: ER-14-0001 0324114
Two complete tests were conducted on a 12'-0" wide door. One test used the Option I Guide and
. the other used the Option 2 Guide for attachment to the steel jamb. Maximum allowable design
wind pressures for door widths 8'-0' through 11'-0" and IT-0" through 16-0" were calculated using
a comparative analysis maintaining a constant catenary force on the guides. Doors widths less than
8'-0" may be used for the same design wind pressure as the 8'-0" wide door provided all other
requirements on drawing TI004 Rev E remain unchanged. Design wind pressures for door widths
of 8'-0" through 16-0" are shown in Table 1 of this report. All doors shown on drawings T1004
Rev E have windlocks.
DrawinP.r
The Door Series covered by this.report is described in detail on the following
Janus Intemational Corporation drawings:
Drawing T1004 Rev E: 16'.0" wide max. by 20'-0" high max., shts 1 and 2 of 2, revised 02/28/14
Technical Documentation:
All testing was done at Certified Testing Laboratories, Orlando, Florida. The tests were
conducted following the procedures of ASTM E330, Structural Performance of Exterior
Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. The following
test reports, signed and sealed by R. Patel, P.E. cover the Series 3100 doors contained in this
report:
• Test ReportNo.: CTLA-1024W, date: February 20, 2003, (Series 3100, T1004)
12'-0" wide x 8'-0" high, +36.0 / -41.0 psf design pressure
• Test ReportNo.: CTLA-1194W, date: December 2, 2003, (Series 3100, T1004)
12'-0" wide x 8'4' high, +36.0 / -41.0 psf design pressure, (Option I guide for steel)
Calculations prepared by Joseph H. Dixon, Jr. P.E.:
Series 3100, dwg. TI004, attachment of guide, Option 3, to 14 gage minimum steel jamb
thickness, 6 pages dated 6/18/09, plus drawing JI 3100G1-2SP dated 040704, and
drawing JI-3100G1-2SN, dated 09/12/13
Series 3100, Rolling Sheet Door Test, Calibration Calculations, dated 02/09/14, 2 pages
Series 3100, dwg. TI004, rev E, Summary of Catenary Forces for alternative doors, Model
3100, 8'-0" to 16'-0" wide, dated 02/09/14
,```�iQN H • D/XO r�''i
•'�?
No.7768
u'• STATE OF . *�
%per.. '•.�lnatoP.. • to
Page 2 or4 `l' T 0/1 //o/
C lComullingUienNmius Imemationa11201404012 Eval Rep"n ER•14-0001 032414.d"x
Joseph H. Dixon, Jr. P.E. FL No. 7768 Evaluation Report: ER-14-0001
03/24/14
TABLE I
Allowable Transverse Design Wind Loads (psi)
Series
Max.
Door
Width
Max.
Door
Height
Drawing
Number
Design
Load
Positive
Design
Load
Negative
3100
<8'-0"
20'-0"
T1004E
77.4
86.4
3100
8'-0"
20'-0"
T1004 E
77.4
86.4
3100
9'-0"
20'-0"
T1004 E
61.3
68.9
3100
10'-0"
20'-0"
T1004 E
50.2
56.7
3100
l F-0"
20'-0"
T1004 E
42.1
47.7
.71YUG'
a;12'<0"4..
, :ZO;
; F1004 B t
,•r36 0 a
>r, 4l 0.'
3100
13'-0"
20'-0"
T1004 E
31.3
35.8
3100
14'.0"
20'-0"
T1004 E
27.5
31.6
3100
157-0"
20'-0"
TI004 E
24.5
1 28.1
3100
16-0"
20'-0"
T1004 E
22.0
25.3
Design values used for the tests are shown in the boxed shaded values.
Maximum test load was 150% of design load.
Unshaded design wind loads were determined by comparative analyses using test results
Installation Requirements:
Installation requirements are described in the Janus International. Corporation Installation
Instructions as follows:
• Series 3100: 8 pages, Commercial Door Installation Instructions Series 3100
Page 3 of 4
. ,QN H. D1;(0,y
No. 7768
STATE OF
C:tConsultingtClientVmus tntemationaR2014\34012 Evai ReportER•14-0001 032414.dmx �(/,/ `'
Joseph H. Dixon, Jr. P.E. FL No. 7768 Evaluation Report: ER-14-0001 03/24/14
Limitations and Conditions of use:
The use of any door is limited to buildings for which the design wind loads for wall components
and cladding, determined in accordance with Section 1609 of the 2010 Florida Building Code, do
not exceed the rated design wind loads of the door as shown in Table 1.
The maximum width and height limitations are shown in Table 1.
Doors are to be assembled as shown on the appropriate drawing referenced above, and the doors
are to be installed in accordance with the installation instructions referenced above.
Door manufacturing is limited to those plants that have met the 2010 Florida Building Code
Product Approval quality assurance requirements.
The doors covered by this report are not for use in the Florida High -Velocity Hurricane Zone
Certification of Independence:
I, Joseph H. Dixon, Jr., certify that I am self-employed and operate as an independent contractor
providing professional engineering services. I have no financial interest in nor will I acquire any
financial interest in any company manufacturing or distributing products for which evaluation or
validation reports have been issued by me.
Likewise, I have no financial interest in nor will I acquire any financial interest in any other entity
involved in the approval process of those products for which I have issued reports.
Joseph H. Dixon, Jr. P.E.
`t`tpw n qp�114
NH. DlXO�,���
* ? fro. 7768
i STATE OF a
o .' :R2nntoA. �
Page 4 of 4 --flf
C;lConsWtinglClienlVanus IntemalionaR2014V4D12 Eva] Report ER-14-00010324I4.doe<