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FLU
FL27402-RI
'B Application Type
Code Version
Revision
2017
rq
An q!t
Application Status
Validated
O2F
F
�
yp O
Comments
Archived
'68It,
Product Manufacturer
Carports Anywhere
rB
Address/Phone/Email
10858 S.E. County Road 221
Starke, FL
(352) 468-1116
bodom@carpertsanywhere.com
Authorized Signature
Brendle Odom
bodom@mrportsanywhem.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 or a Ucensed
•
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 Entlty
PRI Construction Materials Technologies, I.I.C.
Quality Assurance Contract Expiration Date
06/23/2.02.3
Validated, By
Brian Jaks, P.E.
Validation Checklist - Hardropy Received
Certificate of Independence
R77402 Rt COI letternf Cenmcation.odf
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
Date Submitted 08/08/2019
Date Validated 08/09/2019
Summa of Products
FLA
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 R4 11 Hampton Rib Roof Panel aver Doer,
framinaxel
Impact Resistants N/A
Verified 9y: Terrence E. Wolfe, P.E. 44923
Design Pressure: +46.9 psf/-57.3 psf
Created by Independent Third Party: Yes
Other: See evaluation report for various design pressures
Install per Manufatturces details. Not for use In HVHZ Zones.
Evaluation Reports
'FL27402 RI AE Hampton Rib Roof Panel over open
framinp.odf '
Created by Independent Third Party: Yes
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pon.nal address,
Product ApPwval Arcapta:
M®EME
Credit Card
Safe
Force Engineering & Testing Inc.
]7338 Aamblewood Drive
Humble,TX77338
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Roof Panel over open framing
Florida Product Approval it 27407.1 lu
Florida Building Code 2017
Per Rule 61G20.3
Method: I—D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 61G20-3.00S(1)(d)
NON, HVH2
Product Manufacturer:
Carpart Anywhere
10858 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator:
Terrence E. Wolfe, P.E. 1144923
Florida Evaluation ANE ID: 1920
yalidator:
Brian Jaks, P.E. #70159
Contents:
Evaluation Report Pages 1-4
4
ceH�SjFS
No. 440 /
hiJn._A. ,#
�,• STATE OF ,4
'•�.�•RLORI9A �.
n..urm� y f4; • i��
om. eril� � ONAI • E�.J��`
FL# 27402.1 RI August 8, 2019
Fotce Engineering& Testing Inc
1957GR birnood Drive
Humblc,7877338
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 orASTM 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 R011forming Systems
Panel Fastener:
#12-14 x W HWH SDg3 with 14mm neoprene bonded washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017, Section 1507.4.4.
Substrate Description:
Minimum 14Ga. (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. Namoten Rib Roof Panel
Maximum Design Pressure:
-57.3 psf
-72.9 psf
•G7.7 psf
+46.9 psf
+54.7psf
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.0
4'-G"G.C.
4'-0"O.C.
51-G"O.C.
4'-0"D.C.
Substrate:
Min. 14 Ga.
Steel Framing
- Min. 14 Ga.
Steel Framing
Min. 18 Ga.
I Steel Framing
MIn. 13 Ga.
Steelfmming
Min. 18 Ga.
Steel Framing
Design Pressure Includes a Safety Factor -2.0.
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STATE OF ;4
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FL# 27402.1 Rl
August 8, 2019
Ponce Engineering & Testing Iric.
19530 RPmblrnoodDdve
Humblg7X7733a
Table V' 29 Ga. Namntan Rib Rnof Panel
Maximum Design Pressure:
-57.3 ps(
•150.9 psf
+39.0 psi
+143.1 psi
Fastener Pattern:
6"-3"-6"-3"-6"-3"-6"
6"-3"-6"-3"-6"•3"4"
6"-3'6"•3"•6"-3--6"
fi"-3"-6"-3"-6"•3"-6"
Fastener Spacing:
4'-0"O.0
2'-70.0
WV O.0
V-W O.0
Substrate:
Min. 36 Ga.
Steel Framing
Min. 16 Ga.
Steel Framing
Min. 16 Ga.
Steel Framing
Min. 36 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 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 # T5T-5328)
Report No. 667-0O60T-18A-E, 667-0061T-18A-D
2. FM 4471-10, Section 4.4 FobtTraffic 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 # ANE 10: 1920)
Test Standard Equivalency:
The FM 4471-10, Foot Traffic Resistance teststandard 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
\\tp1w1a1",
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P,• STATE OF :o;;
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FL#27402.1 Rl
August 8, 2019
[r�FotceEnginee'Testing Inc.
10330 [t.mbtevond Ddve
Humblc,'DCTM8
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
Minimum Slope Range:
Minimum Slope shall comply with Florida Building Code 7017, Including Section
1507.4.2 and in accordance with Manufacturers recommendations. Forslopes
less than 3:12, lap sealant must be used in the panel side laps.
Installation:
Install per manufacturer's recommended details.
Insulation:
Manufacturers 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 36 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 properfastener
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 forsteel, and Chapter 16 for structural loading.
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I• U 27402.1 RI
August 8, 2019
26 GA. HAMPTON RIG FASTENER PATTERN 2-1-2-1
#12-14 . 3/4' HIM 593 VI/ IMAM BONDED NEOPRENE SLASHER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6"
6" _ _ 3 6" 1 3- 6" 3" v }'
• `d11-14 . 3/4" 11011 503 W/ IMAM BONDED NEOPRENE WISHER
61Woof Flo4do
CAA
A2D%PfJ
No. 4499-3
b•
Pam:, STATE OF
'o'� •' F< Rlap�c
August 8, 2019
9120/2018 Florida Building Code Online
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USEd-P Product Approval
I I s"I USER: ublk User
{,ryy PmauK Anvmval Menu>QmAuK oravvllntlan Scaras>(Iyollc4ivn llst>Appllgtlonaetall
eF�d4`I.; FL# FL27403
Application Type New
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@carportsanywhere.com
Authorized Signature Brandle Odom
bodom@carportsanywhere.cem
Technical Representative
Address/Phone/Finall
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 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 R0 COI Letter of Certification.odf
Standard
ASTM E 1592
ASTM E 330
ear
2005
2002
httpslAvvvw.garidabuilding.org/prlpr app dtl.aspx7pamm=wGEVXQwtDquHOE2Ywe%2bOsAuSaR10%2fsNjldto6lC%2fa/2bLV98RAA3xl6YA%3d%3d 112
912012018
Florida Building Code Online
Product Approval Method Method.1 Option D
Date Submitted 06/10/2018
Date Validated 06/19/2018
Date Pending FBC Approval . 06/27/2018
Date Approved 08/1512019
5 a roducts
FL Pr
Model, Number or Name Description
27403.1
Hampton Rib Wall Panel
Hampton Rib Wall Panel over, open Framing
Limits of Us
Installation Instructions
-Approvairfar use in HVHZ: No
Approved for use outside HVHZ: Yes
FL27403 RO II Hampton Rib Wall Panel Secuned.pdf
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 Waif Panel Secured.odf
Created by Independent Third Party: Yes
Install per Manufacturer's Details. Not far use in HVHZ Zones.
27403.2
Resi-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
FL27403 RO ti Resi-lap Wall Panel secured.odf
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 at4'-0"'o.c. -37.0 psf at 4'-0" o.o.. Install per
FL27403 RO AE Resi-Lao Wall Panel seoured.pdf
Created by Independent Third Party; Yes
Manufacturer's Details. Not for use In HVHZ Zones.
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for anle.1
an be made available to the pubbe To delermir
PreduetAPpre ral Aeeapts:
MooLr-M
Credit Card
Safe
https:llwww.floddabuilding.org/prlpr app_ tl.aspx7pama-wGEVXQVADgUHOE2Ywe%2bOsAuSaRl0%2fsNjldto610%2fah2bLV98RAA3xJ6YA%3d%3d 2l2
Force Englnecring & Testing Inc.
19530 R�mblewood DAve
Humbl-,TX 77330
Product Evaluation Report
CARPORTSANYWHERE
Hampton Rib Wall Panel over open framing
Florida Product Approval # 27403.1
Florida Building Code 2017
Per Rule G1G20-3
Method: 2—B
Category: Structural Components
Subcategory: Structural Wall
Compliance Method: G1G20-3.005(2)(b)
NON HVHZ
Product Manufacturer:
CarportAnywhere
10858 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator.
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE 10: 1920
Validator:
Gary Hartman, P.E. #73227
Contents:
Evaluation Report Pages 1-4
{"1151111/1E.
f''
No. 410 I
STATE OF
5�7'0 . gt 0 19 A
Iran +I+i� f ONAL Eft
fff11111 {\{{�
FL# 27403.1
JV4,A,18, 2018
Force r��ED ccnng & Testing Inc.
19530 Rsmblos ood 1Mve
Humblo,TX77338
Compliance Statement The product as described in this report has demonstrated. compliance with the
Florida Building Code 2017, Sections 1709.2.
Product Description: Hampton Rib 26 Ga. and 29 Ga. Steel Wall Panel, 36" Wide, through fastened
structural wall panel. Structural Application.
Panel Material/Standards: Material:
26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50
29 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 80
Conforming to Florida Building Code 2017 Section 1405.2.
Panel Dlmension(s): Thickness: 26 Ga.: 0.0185" min. order thickness
29 Ga.: 0.0142" min. order thickness
Width: 36" maximum coverage
Rib Height sG" major rib at 9" O.C.
Panel Rollformer: MRS Metal Rollforming Systems
Panel Fastener: #12-14 x'Y.." HWH SD#3 with 14mm neoprene bonded washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017.
Substrate Description: Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 59) Steel
framing, or Minimum 18 Ga. (Grade50) 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 Wail Panel
Maximum Design Pressure:
-57.3 psf
-72.9 psf
-67.7 psf
446.9 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
Panel Span:
5'-0'O.0
4'-Va
4'-0"O.0
S'-0"O.0
4'-0'O.C.
Substrate:
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
'Min. 14 Ga.
I Steel Framing
Min. 18 Ga.
Steel Fnming
Min. 18 Ga.
Steel Framing
-Design Pressure includes a Safety Factor =2.0.
15111111141"l
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No. 419
STATE OF ;wzz
++0.r: • AL O R I D A •.Ate:
Parini S
FL# 27403.1
J V4%t,18' 2018
rForccEntglnccring&TestingInc.9530 lta nblmood Drive
Humblc.TX77338
Table "B" 29 Ga. Hamotan Rib Wall Pand
Maximum oesignpressurm
-573 psf
-150.9 psf
+39.0 psf
+143.1psf
Fastener Pattern:
6'-3"-6'-3"-6"-3'-6'
6'-3'-6'-3'-W-3--6'
6'-3'-W-3'-V-3'b'
6'r-V-3'-6"-3'-6'
Fastener5padng:
4'-0.O.C.
2'-W O.C.
4'-0'0.C.
2'-C'O.C.
*Design Pressure Includes a Safety Factor=2.0.
Code Compliance:
The product described herein has demonstrated compliance with
The Florida Building Code 2017, Section 1709.2.
Evaluation Report Scope:
The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61G20-3..
Performance Standards:
The product described herein has demonstrated compliance with:
• ASTM E 1592-05 (2012) Test method for structural performance of
sheet metal roof and siding systems by uniform static air pressure
difference
Reference Data:
1.ASTM E 1592-05 (2012) Test
Force Engineering & Testing, Inc. (FBC Organization q TST-5328)
Report No. 667-006OT-SSA-E, 667-0061T-18A-D
2. Certificate of independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering &Testing, Inc.
. (FBC Organization R 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.
FUI 27403.1
111111111111",
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CElIyF T
STATE OF
O 1i19 N 24
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♦♦" F 11111111
JtAnz 18, 2018
Force Engineering &'Testing Inc.
10530 R=blo dDrive
Humble,17177338
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.
FU 27403.1
Jtune.i8, 2018
26 GA. HAMPTON RIR FASTENER PATTERN 2-1-2-1
• 3/4* KYH SM VI/ 14MN BONDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN
6• �.�]•�.� 6 �.. Jam, _ 6 _ "]• 6. 3.
#12-14 • 3/4' LAPIN SD3 W/ 14MM BONDED NEOPRENE V'NS1ER
&b A Flmtdn
GDF.
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No. 44923 "o
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Product Approval
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PmduR AAAmval Hrnn> EMdZU1A;adGle1srerdr> A1121 go ❑;t> AppOeaUen petoll
'k.. FL# FL17996-111
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
EIbtG Door and Metal Company
1215 Pope Drive
Douglas, GA 31533
(912)493-2215
ryarberry@elixirdmacom
Randall Yarberry
ryarberry@ellzirdmmmm
PIC Product Design Group
PO Box 520775
Longwood, FL 327S2
(3Z1) 690-1788
Info@ptrcorp.cam
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
American Architectuml Manufacturers Association
American Architectural Manufacturers Association
Standard
ASTM E330
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.
Documentation from approved Evaluation or Valldation Entity Yes No N/A
FL17996 RI CDC Affirmation F 17996 428-1208 ss odf
hitpslAvww.goddabuilding.org/pr/pr app_dtl,aspx7pamm= GEVXOwtDquTluhTglt2%2bd3RYo2b%2bN%2f8gUs9RCIoMU%2bfRDgsg3ZdGjXiw%,3d%3d
3/30/2018 Florida Building Cade Online
ProductApproval Method Method 1 Option A
i11
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page 0
01/29/2018
01/29/2018
02/04/2018
0 0 Page 112 0 0
FL #
Model, Number or Name
Description
17996.1
Series 202-20S Steel Door
Series 202-20S Steel O.S. Door w/ Vertical Slider Window
Limits of Use
Certification Agency Certificate
Approved far use in HVHZ: No
FL17996 RI C CAC EXR 202-20S Vertical Slider ASTM E330
pluss,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 RI If ELIX0034 Rev A Series 202-209 SS.bdf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1642 Rev3 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.2
Series 230 W9 Steel Door
Series 23D W9 Steel O.S. Dour 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
plus5.odf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +30/-30
12/03/2018
Other.
Installation Instructions
96 0033 Rev A Series 230 W9 SS d
Verified By: Robert 3. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
EL17996 RI AE PER 1642 Rev3 415.0705 ss.odf
Created by Independent Third Party: Yes
17996.3
Series 402-14
Vinyl Steel Out -Swinging Regular Door -14"x14" Window.
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ.-'No
FL17996 RI C CAC EXR 402-14 E330 olus5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2020
Design Pressure: +40/-40
Installation Instructions
Other.
FL17995 RI IT EUX0050 REV -A 05 MODEL 402-14 ss.odf
Verified By: Robert J. Amaruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
R17996 RI AE PER 1951 Revla 415.0705 ss.pd
Created by Independent Third Parry: Yes
17996.4
Series 402-20S
Vinyl Steel Out -swinging Regular Door - 2W slider window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ.• No
FL17996 R1 C CAC EXR 402-205 E330 ItW35.odf
Quality. Assurance Contract Expiration Data
Approved for use outside HVHZ: Yes
Impact Resistant: No
09/14/2020
Design Pressure: +401-45
Installation Instructions
Other:
FL17996 Rl If EUX0051 REV -A OS MODEL 402-205 ssmdf
Verified By: Robert J. Amoroso, 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
17996.5
Series 407
Vinyl Steel Out -swinging Regular Door- Blank (no window)
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 Rl C CAC EXR 407 E330 oius5.pd(
Approved Tor use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2020
Design Pressure: +40/-45
Installation Instructions
Other:
FL17996 RX U ELIXIMS2OS MODEL407 ss.pdf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
https://www.ftridabuilding.org/pripr_app_AU.aspx?pamm= GEVXQVADquTiuhTqK2%2bd3R%2b%2bN%2f8fOs9RC]oMU%2bfRDgsg3ZdGfAw'Y.3d%3d
3/30/2018
Florida Building Code Online
FL17996 RI AE PER 1951 Revla 415-0705 sspdf
Created by Independent Third Party: Yes
17996.6
Series 430 We
Vinyl Steel Out-minging Regular Door- 9-Life Window (I'll" x
3'0')
Limps 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 430-W9 E330 &%Lp1
Quality Assurance Contract Expiration Date
09/14/2020
Design Pressure: +33/-40
Installation Instructions
Other:
FL17996 RI It ELIIX0053 REV -A OS MODEL 430-W9 55 udf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1951 Revla 4IS-0705 sspdf
Created by Independent Third Party: Yes
17996.7
Series 6400 W9 Cottage.
Series 6400-1119 Non -Impact Inswing Painted Steel Door
w/Storm Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ No
EL17996 RI C CAC EXR 6400 E330 clus5•Eff
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/16/2019
Design Pressure: +66/-56
Installation Instructions
Other.
FL17996 RI 11 EM056 Rev -A IS MODEL 6400-VJ9 WITH
STORM DOOR ss.pdf
Verified 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 ssodf
Created by Independent Third Party: Yes
17996.8
Series 7500 Oval
Series 7500 Nan -Impact Inswing Vinyl Laminated Steel Door
w/Adjustable Threshold
Limits of Use
Approved for use In HVHZ• No
Certification Agency Certificate
E1.17996 Ri C CAC EXR 7500 Oval 21 adjustable threshold
Approved for use outside HVHZ: Yes
E330 b1111SLI f
Impact Resistant: No
Design Pressure: +34/-50
Quality Assurance Contract Expiration Date
09/17/2019
Other:
Installation Instructions
FL17996 Rl If L3Ix00 5 R -A IS MDD 7 00 OVAL 21
WITH AOIUSTABLE THRFESHOLD se pdf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Parry: Yes
Evaluation Reports
F117996 RI AF PER 1 55 Rev2 415,0705 «-dF
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
FL17996 RI C CAC EXR 7500 Oval 23 E330 nlus5 m
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/16/2019
Design Pressure: +50/-SO
Installation Instructions
Other
FL17996 RI It EUX0060 Rev -A IS MODE_ STR 7500 23
OVAL WITH STORM
DOOR ss.pdf
Verified By: Robert 3, Amm uso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1955 Rev2 415-0705 ss.pd
Created by Independent Third Party: Yes
17996.10
Serles 8400 We Cottage
Series 8400-W9 Non -Impact Oval Inming Vinyl Laminated
Steel Door w/Storm 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 8400 E330 DlusS.ml
Quality Assurance Contract Expiration Date
09/16/2019
Design Pressure: +50/-50
Installation Instructions
Other;
EL17996 Rl If EUX0057 Rev -A IS MODEL 8400-W9 OVAL
WITH STORM DOOR ss.odF
Verified By: Robert J. Amoiuso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
EL17996 RI AE PER 1954 Rev2 415-0705 ss odf
Created by Independent Third Party: Yes
htlps:IA v.0ocidabuilding,org/pr/pr_epp_dg.aspic?pamm=wGEVXQYdDquTluhTgK2%2bd3R'Ya2b%2bN%2BrjDs9RCIoMU%2b82Dgsg3ZdG)Xlw%3d%3d
3130/2018
Florida Building Code Online
17996.11
Series 9000
Series 9000 Non -Impact Inswing Vinyl Laminated Steel Door
w/Storm DOar
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 R3 C .CAC EXR 9000 50 E330 plus-5 pdf
Approved for use outside HVHZ.• Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/16/2019
Design Pressure: +50/-50
Installation Instructions
Other:
ELI 00SS Rev -A IS BLANK 000 DOOR W
STORM DOOR ss.odf
Verified By: Robert 3. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1954 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: +501-50
Installation Instructions
Other:
EL17996 R1 11 ELDMOS9Rev 15 MODEL 4 0
COTTAGE W. STORM DOOR ss.pdf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Parry: Yes
Evaluation Reports
FL17996 RI AE PER 1954 Rev2 415.0705 ss.pd
Created by Independent Third Party: Yes
17996.13
Series AFIF7N
Series AFIF7N Non -Impact IS. Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
E1,17996 Rl C CAC EXR AR9 F330 dU5.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 R3 R ELIX0040AFJF7N-BF1F7N RevA SS.odf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1952 Rev2 415.0705 ss.odf
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
EL17995 R2 C CAC EXR AFOF7N E330 oiii0.gi f
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2019
Design Pressure: +381-38
Installation Instructions
Other:
e
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1952 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.15
Series AVIF7N
Series AVIF7N Non -Impact IS Steel Door
Limps of Use
Certification Agency Certificate
Approved for use In HVHZ: No
F 17996 RI C CAC EXR AVIF7N E330 orus5.edf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/05/ZOZO
Design Pressure: +25/-25
Installation Instructions
Other:
FL17996 RI 11 ELFX0047AVIFM-BVW7Nev s
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by JndependentThlyd Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1953 Rev2 415-0705 ss.pdf
Created by Independent Third Party: Yes
17996.16
Series AVOF7N
Series AVOF7N Non -Impact 05 Steel Doors
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 Rl C CAC EXR AVOF7N E330 elus5.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 EUX0048AVOF7N-RVOF7N RevA ss.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
ht4)s:IAvww.Ooridabuilding.orglprlpr app_dtl.aspxTpamm-, GEVXOwtOquTluhTgK2%2bd3R%2b%2bN%2f8gOs9RCIoMU%2bfRDgsg3ZdGJXiwY3d%3d
3f302018
Florida Building Code Online
Evaluation Reports
FL17996 Rl AC PER 1953 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.17
Series BFIF7N
Series BFIF7N Non -Impact IS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CAC. EXR BFIF7N E330 op755,Pj f
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant- No
09/15/2019
Design Pressure: +38/-38
Installation Instructions
Other:
FL17995 RI 11 EUX0040AFIM-EIRFMy 5
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1952 Rev2.415-0705 ss.oQF-
Created by Independent Third Party: Yes
17996.18
Series BFiF7S
Series BFIF75 Non -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 MF75 E330 olus5.adf
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/15/2019
Design Pressure: +38/-38
Installation Instructions
Other.
FL17996 RI 11 ELDCOG46 BFIF7S RevA 5s adf
Verified By: Robert I Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 19SZ Rev2 415.0705 ss odf
Created by Independent Third Party: Yes
17996.19
Series BFOF7N
Series BFOF7N Nan -Impact OS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CAC EXR BFOF7N E330 oius5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/06/2020
Design Pressure: +30/-30
Installation Instructions
Other:
FL17996 RI fI ELIX0042 AFOE7fd•BFOF7N RevA ss.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1952 Rev2 41S-0705 ss.odf
Created by Independent Third Party: Yes
17996.20
Series BVI63S
Series BVI635 Non -Impact Single Inswing Door w/Fixed Lite
Insert and Outswing Storm Door
Limps of Use
Certification Agency Certificate
Approved for use in HVHZ: No
EL17996 Rl C CAC En SVE63S E330 olus5.o1
Approved far use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
12/17/2021
Design Pressure: +65/-65
Installatian Instructions
Other.
FL17996 RI 1f ELDr0061 EV1635 RevA ss.itdf
Verified By: Robert 3. Amamsa, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 2244 Rev2 415.0705 ss.odf
Created by Independent Third Party: Yes
Go to Page Q ®O Page 1 / 2 Q
0 ae_t
Cm qC U£:: Z601 Blair Stanc Road, Tfllahassee MM99 Phena, e50.C117,1e24
The State of Rafida is an AAA emPIRWI;yygyht 200,2013State OnOdda. is Prhacv6mtemmt:: Acesaflsl statemmt:: Refund Statement
email addresses arc public records.If you do not want your &mall address released
one.lbe mars pmstded may be use4 far omtlal
address, plcasc,re de ate aep.MentWith an
ProduRApproraIA plow
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313012018
Florida Building Code Online
securiLvu aRICT
htrps:IAvww.floridabuilding.orglprlpr app dtl.aspx?pamm=wGEVXQwt0quTiuhTgK2%2bd3R°%2b%2bN%2f8fjOs9RCIoMU%2bfRDgsg3ZdGjXiw%3d°%3d
ELIXIR DOOR & METAL CO.
MODEL 407 NON -IMPACT OUTSWING
VINYL LAMINATED STEEL DOOR
GENERALNOTES
I.THEPHOOUCTMCHOMGESHMNMUENISOUIGNED
SANARM MERE WIN00DMEDEBRIS PROTECTION
TO COMPLY YATH TNECVMENT FDITaY OFTNE
REOUREhIENTS OUST, USE OF AN IMPACT PROTECTIVE
FLORIDA BUILDING CODE IFBC)EXCLUDING HIGH
SYSTEM COMPLWNG WITH THE PRO REOUIRFAIEMS FOR
VELOCOYHUNDCANE 20NEANGTHE DESIGN
WINDBORNE DEBRIS REGIONS IS MANDATORY FOR THE
PRESSURE(S) STATED HE(ffJN,
PRODUCTHEREW.
to. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED
6.FRAIMoTERIAUALUMWUMALL0Yfi0W.T6
UPONSIGNEDPND SEATED TFSTREPoRT OALUS
DOORPANEL MATERIIVSKIN&VIMTIAMINATEO
LABORATORIES,WO.A112]BANDASSGCIATEO
GALVAMEFD STEELAIS'SKIN WIUPETHANEFOAM CORE
LABORATORY STMIPEO DRAW W GS.
1. STAND LOA THE FOLLO W LNG
:. ADEDDACYGFTNE
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ASANGGTRIIDFORCE%FRAMING
Gfl bTFELFRAMWG AbAM4NnWOFOqCEREbtbTNG
PAN
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SYSTEM GIEOFWIIHGTAAND
ONRRINO LOAM THE
BHMOWARE:
FOUNDATION S TNERFSPONSIBILRY OFTHE ENGINEER
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ORARLNITECTOFRECORO.
B. UTCHLOfX KEYED
C. DEM BGLT:SWGIE CYLINDER
3.1KBUCKS(WHENUSED)SHALLEOANO
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T
STRUCTURE. ENCKDESIGNANOINSTALUTIONISTHE
REBILIIYOFTHEENGINEERGRMCHITEGTGF
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PREPAREMEN 6PEC0"IC DOCUMENTS FOR USE
W]M THIS DOCUMENT.
MW
DESIGN PREGSU0.ERATNG (PSF)
BIPACTRATNG
WHERE WATER WFBTRATON
REOVIREMENTISNEEOEO
WHERE VATFAINFB` IOY
REOVIREMEM145.0 EEOED
NONE
NOAfiS.O
"UNRIAUSTSEINSTALLEDSENELTHMMPROVEOOVERHANG
TABLE OF CONTENT
SHEET
DESCRIPTION
I
GENERAL AND INSTALLATION NOTES
2
ELEVATION, ANCHORING LAYOUT
3
VERTICAL CROSS SECTIONS
4
HORIZONTAL CROSS SECTIONS
WSTALLATIONNOTES:
I.0.E(I)WSTAILAMMMCHORISREOUIRMATUCH S. 1,9NIMUM EMOEONENTAND EDGE DISTANCE MCLUDE
ANCHORLOCATON.
WALLFWISHES,INCWOINGOUTNOTLIMIIEDTO
STUCCO, FOAM, BRICK VENEERANOSIOWG.
= THE INSTALLATION AN CHOP$ AT THE SPACINGS SHO W N
METNEMINIMUMNI]MBEq CFANCNOgb ANE MN]MVM
4WSTALLATON/WCHORSSMLLBEINSTALLEOW
SPACINGSIO BE USED FGR PNOOUCI WSTMLATION.
ACCORGNVCE WRHPNCNOR MPMIFAGNRERS
INBTB USED INSUBSTRA NSANOANCXO(19SHALL
I.SNIMAS PFAUIREDAT FACN INSTAlUT10NRNCHOR
NOT BE USED INSUBSTRATES WDM STRENGMSLESS
MERESP
THANTHEMINGQU STRENGTHSPECIFIED INTHE
EOFIIILE
SHIMSUGBEARWGSHIMIM
SHIMSREOF iN RICH. SHIM WHOiESPALE OF 1Mfi1NCH
•ANCHOR SLIO:DIAFTNISSNEET.
CONSTflUClEO
OFINGKOERITYPLSRCOR
ETTER,BE
OF NIGH D ENSTIY PUSIIC Oq GETTER
1. INSTALUTON M'CHORS AND ]SSOC WTEO HPAD WM F
MVSFBEMADEOFCORRPSIONRESISTANT0.1. W.
NGITOWOODFRAMWGOR
A.14C
OR WIVEACOMOSION gESISTPMCOATWG.
MI I&IUMSSTAF
SEAS SHOWN IN
ANC ORSCNASTEELF]IAIAINGSNA1L
'PNCHORSCHEDULE'TMSSTIEET.
ANCHORSCHEFA II C
SUBSTRATE
DOGRF E
TYPE
SIDEMANUFFaCNR6R
OR
EMSE061ENT
SEDGE
ANCHORCAPACRIES
TYPE
SPECIFICATION
(p,Bm
(11,10,114
EASE]ON
SHEET
NQN1 3
NIETALWEGA
FSAE B10.8.4
FNSIDE
NIN.33 KSI YIELD
TUB
FIN(LEAR)
PAN HEAD
N0.8
(TAPPNCISCRE)
PATIEL
31B'
STRNEGTH
MN
SURFACEOF
THICKNESS
SUBSTRATE
ANS1818.6.1
(1AOODSCRENp
NDODNRHANINMM
2XVV000
FIN(ZAAR)
PAN HEAD
NO.8
OR
1'
IX
SPECIFICGRAWTYOF
FRAMNG
ASKS BIB.GA
0A2.
(TAPPINGSCREW
101
1) RDR%NCGDGRTAFRNG SCflBNSwSRIRNG GA CONCERN. GALL DOW fiCTHOlElD10LL SZE46):
21®GEOGTANIPAEASUP®FR.YABRHLSDEOFAtNYi(RTDECGEGFSIIBSIMTE
u]
N
ELEVATION
EXTERIORVIBV
yL *8 x 2 I7 WOOD
YBxim I SCREW
SCREWS l
IQ1
ENTRYDOOR
STRIKE=AIL
nvoolv...W.m u
10• MAX.
� r--�-�r--D�YP
3• MAX. (fYP.) 3• MAX. (TYP.)
'(REGULARORIVE-1 1PAW%.
)APPROX.38•ABOVE �D.C.(TYP.)
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(APPRCX.4TABOVE X
3R LEAF. SEE STRIKE O
DETAILS THIS SHEEP
aMAX.
SILL ANCHOR SPACING
SAMEAS HEAD SPACING
ANCHOR LAYOUT
EXTERIOR VIEW
1
I I 8CREWMUSTB EOF .
SCREWMUSTBEOF
I1 J SUFFICIENT
TO
PENETRATE
(3)THREADS
NINIMUM BEYOND STEEL
TUBE.
ENTRYDOOR
STRIKE DETAIL
arvc�nnmnmssT+,re
ANCHORING NOTES:
1. MINIMUM NUMBER OF ANCHORS INJAMBS IS 13.
ANCHOR SPACING VARIES, BUT NOTTO EXCEED
To- MAXIMUM O.C.
2. MINIMUM NUMBER OF ANCHORS IN HEADANU SILL
IS T. ANCHOR SPACING VARIES, BUT MOTTO
EXCEED IW MAXIMUM O.C.
I
Hobart J.A =..P.E.
FL P.E. No. 49752
D19114,51ped
by Rebenl
�� Amorvla
2X WOOD FRAME o n A
(BY OTHERS) THREE (3) THREAD
IOMIN. MIN. PENETRATION B9TAPPINGSCREW SEAIANTTAPE TO BACK EOGEDIST. n
SIDE OF MOUNTWG FIN INSTALLATION ANCHOR v
n
SEALANT TAPE TO BACK 3181MIN. E'
SIDE OF MOUNTING FIN EDGEDIST.
1/4•MAXSHIM
€ r
EXTERIOR INTERIOR 14 GA. MIN. SQUARE <
STEELTUBING(BY ar
OTHERS)
a O
EXTERIOR INTERIOR Z o Y5
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u WOODFRAME9UBSTRATE qS C
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N _ 0 �4 O
A
!ryx �� 15i5H�€
7G 99
EXTERIOR INTERIOR
EXTERIOR INTERIOR
�114' MAX SHIM 14GA.MIN.SQUkRE
STEELTUSING(BY
OTHERS)
Robun J.Amwuw. P.E
SEALANT TAPE TO BACK FL P.E. N..4W52
SIDE OF MOUNTING FIN in' MIN.
2X WOOD FRAME EDGE DIST. 3/3' MIN. DlgtwIyal9n9B'
(BY OTHERS) SEALANTTAPETO BACK EDGE DIST. PYvobc J.
51DE OF MOUNTING FIN
1•MW.EMBEOMENf� 08WOODSCRM N TAPPING SCREW e+.blw
ON: m.N9benJ.
THREE(3)THREAD INSTALLATION ANCHOR
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SIDE OF MOUNTING FIN
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14 GA. MIN. SQUARE
3
STEEL TUBING (BY
3/S'MIN.EOGEDIST. OTHERS)
STEELTUBING(BY
OTHERS)
318' MIN. EDGE DIST.
-
INTERIOR
INTERIOR
NB TAPPING SCREW
W8 TAPPING SCREW
INSTALLATION ANCHOR
N3XVVSMS
INSTALLATION ANCHOR
\ \
THREE (3)THREAD�
000�7
THREE (3)TMREAD
MIN. PENETRATION
MIN. PENETRATION
Robes J. pmovso, P.E.
SEALANT TA PE TO BACK EXTERIOR
EXTERIOR
FLPE.No.49T52
BIDE OF MOUNTING FIN -
SIDE OF MOUNTING FIN
SIDE OF TAPETOMOUNTING FIN
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Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/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
FL12765-RS
Affirmation
2017
Approved
Janus International Group, LL• .
135 Janus International Blvd.
Temple, GA 30179
(770)562-6135 Ext 360
curt @)anusintl.com
Curtis Schroeder
curts@JanusintLcom
Curtis L Schroeder
134 Janus International Blvd.
Temple, GA 30179
(770)562-2850 Ext 360
curts@Janusind.com
Jake Lyons
134 Janus International Blvd.
Temple, GA 30179
(770)562-2850 Ext 304
)akel@Janusintl.com
Exterior Doors
Roll -Up Exterior Door Assembl es
Evaluation Report From a Flora a Registered Architect or a
Licensed Florida Professional E tgineer
Evaluation Report - Hardu ty Received
Joseph H. Dixon, Jr
PE-7768
National Accreditation and Mal agement Institute
12/31/2020
Gordon Thomas, P.E.
Validation Checklist - Hard opy Received
Referenced Standard and Year (or 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
I affirm that there are no c anges In the new Florida Building
Code which affect my product s) and my product(s) are in
compliance with the new Flori a Building Code.
Documentation from approved Evaluation or Validation Entity Yes No . N/A
FL17.765 RS CDC FLL2765 P 'irm for F8C 6th 2017s.ndf
Product Approval Method Method 1 Option
Date Submitted 10104/2017
Date Validated 10/04/2017
Date Pending FBC Approval
Date Approved 10107/2017
Summary of Products
FL#'
.Model, Number or Name
Description
12765.1
Series 1100
Series 1100 - 26 Gauge Do r Assebmly Max Sire: 8'-B' x
14'-0"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
fl12]65 R5 It 29018 Dw , T1012-Rev A.bdf
n.12765 R5 If 29018.h, 111.750 1 L00ndf
Verified By: Joseph H. Dixr i, Jr. 7768
Design Pressure: +24.4/-27
Other: Not for use in High Velocity Hurricane Zones
Created by Independent TI ird Party: No
Evaluation Reports
FL12765 RS AE ER-09.0[ 1(1 R,odf
Created by Independent TI ird Party: Yes
12765.2
Series 1100
Series 1100 - 26 Gauge Do r Assembly Max Size: 10'-0" x
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Fl_12765 R5 II 29018 Dw T1013 Rev A.odF
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: 419.41-22.7
Other: Not for use in High Velocity Hurricane Zones
FL12765 R5 11 29U18 ins all 750 I100.ndf
Verified By:. Joseph H. Dix, 1, Jr. 7768
Created by Independent T ird Party: No
Evaluation Reports
FL 17765 IS AF FR-09-01 19-9.nd(
Created by Independent T Ird Party: Yes
12765.3
Series 3100
Series 3100 - 26 Gauge Dc r Assembly Max Size: I6'-0' x
20'-0"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL12765 R5 If 340120 1 TL004 E.ndF
- FL12765 RS If 34022 Mr. 13100 Inst instcodf
Verified By: Joseph H. Dix, n, Jr. 7768
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
Created by Independent T ird Party: No
Evaluation Reports
FL12765 R5 AE M3100 1 12765 TI00SG P2ndf
Created by Independent Ird Party: Yes
12765.4
Series 3100
Series 3100 - 26 Gauge Dc r Assembly Max Size: 20'-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: +351-38
Other: +35/-38 psf at 16'-0- wide. Varying loads are shown
for widths 15'-0' to 20'-0'. Not for use In High Velocity
fl12]65 RS 11 32041 FL '1e05-F 01002.nd1
FL12765 RS 11 34022 Mr 13100 inst instrndf
Verified BY: Joseph H. Dix n, Jr. 7768
Created by Independent T ird Party: No
Evaluation Reports
F 1 76S RS AF 3 041 F -09-0007-R2 1)0112 000; ndf
Created by Independent T ird Party: Yes
Hurricane Zones
12765.5
Series 750
Series 750 - 26 Gauge Dot Assembly Max Size: 3'-0" x
IT-0"
Limits of Use
Installation Instruction:
Approved for use in HVHZ: No
F1:12765 AS 11 29018 D,. 1 T1000 Rev B.edf
Approved for use outside HVHZ: Yes
FL12765 RS 11 29018 in: All 750 1100.0df
Impact Resistant: No
Verified BY: Joseph H. Dix n, Jr. 7768
Design Pressure: +351-45
Created by Independent Th -d Parry: No
Other: Not for use in High Velocity Hurricane Zones
Evaluation Reports.
FL12765 IS Ae ER-09-00a 7-R.ndf
Created by IndependentTh d Party: Yes
12765.6
Series 750
Series 750 - 26 Gauge Door assembly Max Size: 6'-0"
x12'-0'
'Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12765 AS If 29018 Dwa TI001 Rev O.Odf
Approved for use outside HVHZ: Yes
FL12765 R5 H 29018 inst 11 750 1100.odf
Impact Resistant: No
Verified By: Joseph H. Dlxa Jr. 7766
Design Pressure: +19.91-24.4
Created by IndependentTh U Party: No
Other: Design pressures listed Is at test width of 6'-O'. For
Evaluation Reports
pressures versus widths, see Table 1, Page 4 of evaluation
FL12765 RS AE ER-09-001 7-R.nd(
report. Not for use in High Velocity Hurricane Zones.
Created by Independent Th d Party: Yes
12765.7 Series 750
Series 750 - 26 Gauge Door lssemblyMax SIze:8'-8' x
12'-0'
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLI7765 RS IT 7901E Dwr TIDB2 Rev B.ndf
Approved for use outside HVHZ! Yes
FL12765 R5 jr 29016 lost It 750 1100:ndf
Impact Resistant: No
Verified By: Joseph H. Dixth , Jr. 7768
Design Pressure: +24.4/-27.0
Created by independent Th d Party: No
Other: Not for use In High Velocity Hurricane Zones
Evaluation Reports
FL12765 R5 AF FR-09-001 7-Rod/
Created by Independent Th d Party: Yes
12765.8
Series 750
Series 750 - 26 Gauge Door Fssembly Max Size: 10'-C' Se
12'-0'
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12765 R5 IT 29018 Dwt T1003 Rev B.adf
Approved for use outside HVHZ: Yes
FI-12765 RS 11 29016 inst. 1 750 1100.od1
Impact Resistant: No
Verlfied By: Joseph H. DIxoI . Jr. 7768
Design Pressure:+19.4/-22.7
Created by IndependentTh d Party: No
Other: Not for use in High Velocity Hurricane Zones
Evaluation Reports
FL12765 RS AF FR-09-DOf 7-R. Ed/
Created by Independent Th dParty: Yes
12765.9
Series 850-5
Series 850-5, 26 Gauge Doc Assembly Max Size: e'-e" x
12'-0'
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12765 R5 11 29018 Dwt T1006-S Rev B.ndf
Approved for use outside HVHZ: Yes
E 12765 RS 11 -29018 Inst l 85O.edf
Impact Resistant: Yes
Verified By: Joseph H. DIxo1 . Jr. 7768
Design Pressure: +46/-54
Created by IndependentThd Parry: No
Other: Not for use In High Velocity Hurricane Zones
Evaluation Reports
FL1276S RS AE ER-09-00f I-R.ndf
Created by Independent Th d Party: Yes
C0010C Us V lam alai.5lnne deb Tad masted FL 12UI added' 850-487ne I
Me stair of threat IS an AdmEO emp.W.. Cenvriont 7007-2013 bold or Fannie ;; Pfi coo St+lemma ;; d(pp45f onto statement t Behind statement
Under noaida law. email addreada ere cuWk mmi If you do not want your e-mail addre s related In reopoom to a It 4Ilh,mmrda rw,-e do and send eiNrenle
mall to INs entry. Instead, Coated Me olfibe by phone of by traditional hall. It We bar any 9tasUona, please mob d 850.487.1395. -Pursuant toSecond455.775(I), name Eaton. e"Wiva Web" 1. 2012, Ike sem lkPmed under charter455, F.S. moat Wanda the eat amens an en email Md. if to" here
one. The enaSo provided maybe teed for QNddl norm in Italian wllb ta0 Men see. HMNer Mad add2ne0 are pub : momm. Rpu do not wish b supdy a
personal andiron. Place Smartie the OepaHment with a a email address whCh Un be made anOable W the pubOG To dt dmtlne llyeu ate a Orono on de Chapter
455. F5, please r7kYhem
Product Approval Keepes:
®99EWI®
Credit Card
Safe
STATE OF
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SEESHEET]FORNOTES
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STATE OF i 4
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„.r 2 Interriational Group
135 Janus International Blvd.
Temple, GA 30179
770-562-2850
www.janusintl.com
JANUS INTERNATIONAL
1-866-562-2580
www.janusinti.com
P AODEL 3100-
INSTALLATION INSTRUCTIONS
KNO
ON II
NOT. WARRANTY OR ACCEPT R
INSTALLATION INSTRUCTIONS.
A IMPORTANT INFORMATION A
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ACLGRFLOOII ATOPENd00F ALLOEBN9 BEFOREINlTAIIINOPROYULT.
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SOIUCTURLLYEYBm oASURFACE6o0011 FAUl� 8W W! IWURYOP OGIHAXDIOB OAY�IOETO DOOR CM NEEUL;
AOFfOPQl61dO DOORINTO FY9fIDM.l15BVNB lIUT ALL5ET6RREWBN81101gE11EDi0ADFRWRYYEGYPEMLE9UPPoRf4 MDT1 mDNFRFAIWRETO �CYI(E WNI
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A�FAILYIIE TOAOXERfiiOTMfiABOV6 Cd10x1oNIIVj�16pESULTd PEJaOHAL INJURYORPPWUtt OAYwOB�WNFPm UNDEPJMV9 rt8MAMMAL,O=N '
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OPENOIO WIDTa OR NEmR! iX;T 00 NOT YETCN TM69E NFtlRFD AT LIMfi Oi OPOFA.
FIGURE 1: DOOR ASSEMBLY & GENERAL PART DESCRIPTIONS
to
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8
1
:6
5
to.
.3.
12. '.I
LUV
1, C2
r No.7M
'STATE!cc Z
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Vmideo 2
}
� GEN�ft/}L911i*OFit1ATERI1Zl r `,.x,-
:ISEN
_jlE$CRIPY10j1/-PA[Y[NUMQER'.; _
tF�M
P,ESCWPT.YON.Fl�37`NUNBEf�i' -
iTEa41
;�;� a9-ft[j1Pi1W7%$A7:N{'1M9ER..
12- Spire) Barrel
ar`
LH- Rail Formed Gulds with windbar
'tio.-
RH- Comm. Bracket
2.'
26 Ga. Curtain
RH -Rot Farmed Guide Wit; wiridbar
::14If
Slar. peaA & Supped
3.
warwacks
;.9`.'
Headstop
1r•S.
Can n.Slide Lock
4 ; -
1 Yc' O.D. Axle
:-00 '
Tensioner
-164
Con ".Step Plate
12'Dnnii
Mounting Plate
'.]
BotR mBarAssemW
' 6 "
SpdnglCounterbalance Assembly
.,;78:;
LH- Comm. Bracket
::15
SM Lock Assembly
FIGUREM- SIDEROOM CLEARANCE REQUIRMENT CHART
M I.-
-EKD; jAXTE
L
Pusl�
CHAWH(NST
4Y'
7w
PANTHEON
4ye
Sw
73V
I Y.-
Mr
Rn�
AUrORY
END OFAXLECLEARANCE END OF AXLE CLEARANCE
OUTSIDE OF CHAPI DRIVE
OUTSIDE OF TENSIONER
BRACKET CLEARANCE OUTSIDECFDRIVE
BRACKETCLEARANCE
TENISICNER
DID SHOWN DRIVE END SHOWN
a (NCt&TENSIONER)
FDGEOFOPENING EDGEOFOPENING
0
BACK OF GUIDE CLEARANCE SACK OF GUIDE CLEARANCE
FIGURE 3: HOPMONTAL / VERTICAL HEADROOM REQUIREMENT CH AT
MCRLZOMIAL
HEADROOM
ft I
-VER�*
—
#a','
l6k Is
20'
20'
21'
21'
&
w, -
21
21"
22"
21
Ame.,
22,
22"
QVID;
-Mkv
22'
TE OF
OPENING
HEIGHT
STEP'!: VERIFY OPENING
ONafe:000RASSEMBLIESAREMANUFACTURED PER OPENING WIDTHSANOHQGNTSSPEGREDATBMEOF )ROER. JANUSINTERNATIONAL
MU NOT ASSUMERESPONSIBILNYFOR OPENING WIDTHS OR HEMNTSTHATDO NOT MATCH THOSE: PECIREDATTMIEOFOROER.
o VedN opening width and WON and m fm mmme!,nents match width and heiddd talled on dog Decks 6g In el.
e VedN that lambs are Plumb
O VedN floor and header to,favd.
o Verify adequate side eearanw at iambs and clearance above and atsides otheadeSea Side Room and Hdo xn CImmance
Rewlmrnenl Chan (page 3 pleuras 2 S 31 -
• VedN that the wide mormling surface on the lambIs flush.
• VeriN that all parts required for inslellstion are with the do See uage2 Fl mei for General BID atMalarial.
STEP2: MOUNTING PLATES
ONata: MpunHngPlotasamopdanaluromponents farinffiflatlonm smolIambs. Mounting Plates ere to be Installed slthfie tamussupplledur
welded directly to steelIamb. Nmountbhg plates were notordered, orlamh typo Is other than sleet, Proceed I h step 3.
• Position Mounting Plateswhem bottom edge is flush wBh headstand Ireside edge is flush with lamb edge. See Fig m4.
o install mounting plates to steel lambs with 3 each Ya - IS x t y.• hex4tead bolts, washem and lock nuts supplied
*Note. InaMll washerson hosenut aide only
ONom: Aswm Mounting Plates am level with eaeh other
3-%-iBx3y.'
HEX-HFAD BOLT L
LH MOUNTING PLATE
LEVEL MOUNTING PLATES
FIGURE 4: MOUNTING PLATE INSTALLATION
B. -
o 7
O 40'
O
RH MOUNTING PLATE
�%."pN
a ,ie�%cE44% A;
2 STATE OF rc
STEP 9: COMMERCIAL BRACKETS TO GUIDES
ONom: GUIDE BELLMOUTH FOR CURTAIN ENTRY INTO GUIDE IS FACTORY NOTCHED. APPLY 15.40" BEND IN IN LLMOUTH TO ASSURE
'SMOOTRCURTAIN ENTRY. FAILURE TO FLARE GUIDE BELLMOUTH WILL RESULT IN CURTAIN SCRATCH NO ANDIOR DAMAGE.
ra Allech Commerdal Bmkets lo guldm, Iooting lap wiface of basket 2-below lop of pWU. Use 2 wchY. -20 x r carriage bolts.114 -20 serrated
Range hest nuts endY- flat washers pert arkat fartensionor and the non4ensioner (drive) end for pushup repeal m. See Pigure 5.
ONato: DOOR DRIVE OPERATIONMAYBEINSTALLED ON EITHER END OFDOORASSEMBLY
K 01%
'7C
A
�CENAp�svp
S La. F F W : y
7 Ff
STATE OF F
4" z l&—I
'COWFRCIAL -••
BRACKET
SERRATED FLANGE HEX NW
..A
TOPCFGUOE —
r: FLATWASHER
FIGURE 5: TENSIONER END (LH ShownfRH Opposite)
I"
a -ma:
C WRIAGE BOLT
GU IE BELLMOUTH
GUR ?
ONOa:FORMANUAL PUS"P OPERATION, SPACERS ARE NOTPROWDED ORREOUIRED FOR COMMERCIAL BI ACKETMOUNT.
O Reduced Hand Chain Drive:ARadl Commercial Ballets to Guides,I=ting top surface of bracket 2'below top of MMe.
Instal drive backetwith 2 each X-20x 1 Ym yardage bolts.Y- 20 serated flange hex nub andY' gat washers. h Sari
1 each)V O.O. xY-long spacer tubes between guide and bracket at each beg location. See Figure B.
o lark Shaft LletorOpemtiom ARach ComarWi dell Bmckeb to gulden, locating top surface of brisket 2-below top of Adds.
Install drive bracket w1M 2eachY-20 x2Y-carriage bobs,Y-20 serrated flange hex nuts and Y' flat washers.) sort1 each I is 0.0. x 1 V img spamrtubes behveen guide and bmckm et eachbM IoeeOon. See Fgum E
• Pantheon Motor Operettas: Installdrive brarketwhh f Yo spacing behveen outside of guide and inslde of badwL lo
spacers are provided for this applicaVon. Locate top surface of bmcket2' below lop o1 guide. See Figure B. (Spas s nol provided)
...i;,,, TCPOFGUIDE
CARRIAGESOLT
I� COMMERCb1LBRACKET
GUIDE BELLMOUTH -- V
11 'I ... r-FLATWASNER
SPACERTIIBEISI O
� b
0
.4 1 t SERRATE FIANFLAN
GEHIX NUt
GUIDE
FIGURE 6: DRIVE END (RH ShownlLH Opposite)
STEP 4: GUIDES AND BRACKETS TO JAMB
o Braduds and guidesmust bealladled lolambs using fasteners as spedfed In Table 1.
TABLE 1: GUIDE & COMMERCIAL BRACKET FASTENERS
JN
n-
A-
Steel
y- 16 It 1 Y'Hex Bolt and Nut
; e
9 Efdr W
'`"'
Concrete or Filled Biodc
Ya° x 1 %' Powers Wedge -Bolt
Power:. 1.S« 01318
• u :•wLii, -
Steel
Y.' -14 x 1' TEKS Screw
N no
.'�'CiUIDESe"',
Concrete or Filled Block
W x 4°.Powers Wedge -Bolt
Powers S )5. 01318
�VPRIFYOPENINGIN@THA'ND`HEjGFJT`BE6DFtEIN$TAkUNGGDIDES
ONuto: DOORASSEMBLIESARE U4NUFACTHRED PEROPENING MTHSAND HEIGHTSSPECIREDAT7IME r FORDER.
JANUS INTERNATIONAL WILL NOTASSUMERESPONSIBIIITYFOR OPENING WIDTHS OR HEIGHTS THA I'DONO7
MATCH THOSESPECIREDAT TIME OFORDER.
Guldestobemountedcanteredabouttheopening. Bade dguldo Ptecemendmeasumment fmm Iamb edge Is
4 Y4' Perslde. Overall bad of guide to beck drgulde measuremerd to be Opening Width .8W. See figure 7.
42.
E�
4 r:
.. _. OPENING WIOni • 9'i - .. _ -
FIGURE 7: GUIDE PLACEMENT
o THREE MOUNTING OPTIONS EMSTAND ARE DICTATED BY JAMB TYPE AND/OR THICKNESS j Ito•rM
a OPTION 1: SleellamhsVewgreater.Y•-14 x1' selfdrlllingNapping scmwsal toe olgude. See Flgure �'* STATE OF
a OPTION 2: Masonrylambs.%"x4'Powem Wedge Bolt at Inside o/gulde. See Figure 9 O y��npffil�,
x OPTION 3: Steel Jambs less than U.'thlCl ess.Y..14x1'seH drIgIrgAappin0 screws at toe and Inside or
GUMS. See Flgure 10.
'.-14 t P SELF ORl11NG
SCREW
S MAx CENTERS
=-!
^ OPENING MOTH. 91i
el
41Z
°ffE-J, uaiHICIWEss
4'• I
FIGURE 8: GUIDE MOUNTING -OPTION 1
EXISTING CONCRETE OR FILLED
BLOCKJNBBS
ii •i
III IW�_JIJ�:�- as.C- POWERS WEDGE BOLT
•lam i'� �;
( I
I I
s': -.. are ..�
^ OPENINGWIOTII.B-:
FIGURE 9: GUIDE MOUNTING -OPTION 2
T 31i: — EXISTING.1 9 °n
14 GAMINIMUM -.
-.-Met'SELFOMUlNG
SCREW
B•MAXCENTERS
z r
I I
OPENINGWIDTN.9!:
FIGURE 10: GUIDE MOUNTING - OPTION 3
> Instal guides Parmou" Optlon detall that apples to speck [relegation eppamllom See Figure 6. 9 or 10.
o Instal guides and brackets with fasteners supplied, which should match arose referenced on Page 6, Table 1.
[INofo: Flgum 11 befowglusbeles bmcFef mount to -reel Jamb- vla mound kg Plates Rorerfa Pago a Table 1IOr
appmpdafl fastosurlype por/amb type.
3.3e LOCKNUT
3--i FLAT WASHER
R3r
MOIINMG PLATE
- CCMMERCMBRACKEI
- 3-'e F T WASN R
3-°e-1B-lri
HEY.NFAD HOL'
FIGURE 11: COMMERCIAL BRACKET TO WALL (STEEL JAMB)
�t_�e�
�r�GENS SSS ��
No. rm
STATE OF t C
tti;20R10
,0.i Snin�fc� .� A
37XV Ol laoddns 31XV 03dwVls U 3anOld
�o 4L i'
C
.% : �� •� ) i
: atiatlGns 31M'/aeGYNas •.
.
,4i,�x1Q
. avnr
H � --•��
'Weld L4vMVASmaJDsM u014011 e
'poddns ap(e padwe;s p eplslno
slepm;o,y ZAP mmwdda Lqunepn:,emuoddnsapapadunseplls o
-u wn5w aas
'hem piemol Bg ilod moue WVA'epa ieno uoddM opu podumis opps c
NOLLMV.LSN173A37 WO011- ON3213NOISN317VON dn'NSlld .9 d31S
31XV Ol U3NOISN31:u 321nsu
"@S1a13N
BW
•weld Ul uaµw Maas=uggBIL O
'ZI —BL-1 aas .UDQ.=d Buwgs
Spmaxol Paa MMW at uue eseelw mgN'iauoRualto aPISlno Sl apB w,Y Z
AgiewpoNda p}un'Bemryomg Bglyod mouey�Pn'apre ienoaaugsuel eP!IS c.
'Bem sp,emoluue"Balm muormal ala{ay e
NOLLV77VISN173AS 1W07d - ON3 N3NOlSN31 dIYNSIId .s d31S
STEP Ta: REDUCED HAND CHAIN DRIVE END -FLOOR LEVEL INSTALLATION
e Fasten east ring gearto drum using 3 Bach%. 16x 1J5°grade 5hex belts and --lock Washers.
o Install 2 each %- 16 x V square head Set screws in no shmoded holes In the met ado Support
These will be tightened against the axle later.
e S6de m3adesupPOPI Mar ade unfit appmdmalety23i- of axle is outside ofm]f axle support.
See Figure 14. DRUM
O Tighten set sonsws when in pans.
CASTAXLE SUPPORT
2-3s-16XiSOUAREHEAO
SETSCREW
•3-I LOCKWAS IER
3 .x-16x1'e
GRADE S HEX BOLTS
FIGURE 14: CAST AXLE SUPPORT AND CAST RING GEAR TO DRUM ASSI MBLY
STEP Tb: ELECTRIC OPERATOR DRIVE END - FLOOR LEVEL INSTALLATION
o Locale 3 each VOD,x23/s'long sparer tubes and shuts between 72 tooth sprocket
and drum. Adach sprocket with 3 each%.16 x 3T2' grade 5 hex bolts arx13r lock waSbers.
o Slide stamped axle Support wet ade, with errowpointing Iowaud wall, until approximately
1 %s-Of axle Is outside of stamped axle support See Figure 15.
o Tighten not street when in plans,
AXLE
mil,_
���
J
2. SET SCREW
STAMPED AXLE SUPPORT
r,
]-ss_16X3ri
ORPDES HEXBOLTS '
x
i
.41
1
p0
®---3•3; LOCK WASHER
FIGURE 16: EO KIT TO DRUM ASSEMBLY
3-1-O.D. VeL SPACER
3-STRUT
0.,01 r1H! ,''Alf,
py yCVO
Erys'k.,,
�= No. rm
l STATE OF r a
STEP 7e: PANTHEON DRIVE END • FLOOR LEVEL INSTALLATION
CAST IRON SADCLE ..
ANCHOR aMCNET WITH
STEEL TUBES INSERTED
C1
DRUM
AXLE
L SH 4ING WRAP&PADOING
PANTHEON COP NERCW.
ROLLING DOOR I PERIITOR
FIGURE 16: PANTHEON BARREL ASSEMBLY
STEP B: RAISING DOOR ASSEMBLY ONTO BRACKETS
o Befam Ufto,odenlbaMmbaraII2o'docXMslUan.
�
N' 04, h
e Raise door using appropriate lifting equipment, essudnge protective harrier isma6tlalnedbetweenpmductand
,�%- %k
.o 11
rm ��, �(T ........ •/
surface or obJed Dial It meymme Nm comamwmL
`� pSJr��GENSF �t
d Position door an brackets v&dl tensional and aide support.�.
resting safely on tap of wlnmerdal bracket gauge,
�r N&so�
t No. 7%�
Sean ures l7-20 fm
8 appropriate od.e type eppllcadon.
9 Door should he positioned as close aspass'hle to the header and still be able tomlam and dear bottom bar.
{ OF
� =
a Path and oroaorshould be equal distance from the headerand the curtain must be centered In the opening.
j0'n �. % QR���••
�i�s�rlppRFyPgtATEuSipG�ni31PMrNrttND'�
;, PR2TCEOUfiE57p A�16,DAMkC"Ea.�t;RPSSUSJ�NJIfRY dR,DEAT�I. �
3-3i RAT WASHER
—x-ri LOCK WASHER
x?i
GRADESHEX BHIX BOL75
STEP 9a: REDUCED HAND CHAT V DRIVE END
e Attachcastaxlesupporttoccmmerdi bracket using
%- 16 x 31' grade 5 hex boll,W lack esher and W gal washer.
o Position chain hotel assemblyon door racket next to cast
axis support and ansch to doerbmce using 2 each
%-16X W grade5hex bolts. -Wick rashersand V
Jim washers. The spur gear on the hots w13 engage with the
Internal teem of the previously tnstalles eel Mg gear.
See figure 17.
e Conned cast axle support aacket to i de of chain host
wing %-16 x a/, -hex bog and V too washer. Sea Figure 17.
a Feed hand chain mmr cheat pocketA Wand mrmgh holsL
Conned ends others Main, being ea Md not to Wet chain.
Hand Main may be lengthened a she tined as necessary.
o Instaff hand Main keeper on wall a)al b.
FIGURE 17'. CAST AXLE SUPPORT TO BRACKET
NOT REMQVEWFtAPpING'F,�.tQ�IL�OGQji UI�IL IIh(STf2UCTE6�TQP0$i ��,
STEP 9b: ELECTRIC OPERA OR DRIVE END
I Attach damped axle support to h unmehdai bmc at using 2 each
-16xV4'gmde5hexboll.Ya' oekwrdeherandWilaimsher.
See figure 18.
- SHIPPWG WRAP b PADDING
2-chi FLATWASNER
" 2-V LOM WASHER
2-°KE(Ft1'
GRADE S6 t1IX BGLTS
FIGURE 1S: STAMPED AXLE SUPPORT TO BRACKET
%NMI H. 01%"'4i�
....I....� ON iA
�yd�GENsfi' �p
No. 7768 i '
STATE OF
�'�e��'••�OR10�hr'
%�:
— 1e-16'U'SOLT
STEP 9C.- PANTHEON DRIVE -WD
Adach anchor bracket to Common at bracket using u-balt and 2 each
%- 181tange nuts and V Bat was Wes. See Figure 19.
SHIPPWG WRAP S PADOMG
ANCHOR BRACKET
LSHER
2-3r-16 FLANGE NUTS
FIGURE 19: PANTHEON ASSEMBLY TO BRACKET
STEP 10., TENSIONER END
I A9aNWn&lc ertor Ctdalbmcketushg2mcha%.l6xi'4mgmdeS
hex bolls, %* lock Washers wdW RaL Washers. See Flgum 29.
� / CEN 46 ow
J SF %
{ No.7768
p i STATE OF
S o.L._• NCRIDV _ .kid :
4/z1//¢
s
o �
o�
i
2-3i FLATWASHER ,
2-ai LOCKWASHER ,
GRADES HEx eOLTs
FIGURE 20: TENSIONER TO BRACKET
�— eoTTora can
c
5C
r6—
STEP 11: SETTING INITIAL SPR, VG TENSION
*With bollom barat 12 o'clock posidon relate door towards wall I X
revehdlens.
e While firmly holding door at bottom be, al padaging that seares the
door. Direct bottom bar into gWdes, sl piling just below hoadsmp area.
See Figure 21.
FIGURE 21: DOOR ASSEMBLY TENSIONER SIDE
STEP 12: HEADS' OP INSTALLATION
7 S6deheadstopint headstop holder,"ll up holes on
earh.Abachhesel toputh%U s'xyr'hexboltendsV
lock washer as sh wA In Figure 22.
°i .'i HIXSOLT
_1
°e LOCKWASHER
0
HEA0.4TOP
FIGURE 22: HEADSTOP TO GUIDE
`,� ►��QN H. 0/x0 ���4
i� b\6EMy'rp'
�� 1 STATE OF
J 4�i
tl
O 0
a }
2-1.'x t HEX BOLT
STEP13: SLIDELOCKASS'EMBLYINSTALLAT/ON
e Lowerboeom bar and Install a de lark and step plate using 2
eamY-2dxVftexboIts,Ye 1Bhexnubs,Y flatwasheusand
Y-20 nylon insert hex nuts. G this et both ends of bottom bar.
See Figure 23.
o TransfertheY.-20xWeanlz{ 1bolts andYt-20 serrated flange
hex nuts thatwem removed fit n both ends of the bottom barb
the2halesatthecenteralthe btlombarandangle.
e For pushup operation only, In all rope In ana al the holes at the
cenlerof the horizontal legalp rbottom barangle.
2 3,e HEX NUT
SLIDE LOCK
STEPPLATE
-. 2-7 RAT WASHER
2 / INSFANSER NYLON
7NUT
FIGURE 23: ATTACHING SLIDE LOCK ASSEMBLY
�,%V" It D4, I-
.� Oy�`,GENgFti'yv��
i No. 7768 'P
1 STATE OF a
M
Q.n''.etOR{0 A.
r �� •••IINe•• CS �
STEP 14: DOOR OPERATION I fJ//�F'/0r
-YIZ/I
G Note: Befdre cycling doorto East dooroperablon, assure Natafriusiohers andserserews are Bghtoned ardseeurh yaneamponerom
o Cycle door by raising and lowering door to Its fully dosed and fully opened position.
I But limits of electrically operated doors at this ame.
a Evaluate spring tendon. If a4m ments to spring are required, proceed to Step 15.
STEP 1S: ADJUST SPRING TENSION
e Before Increasing or decreasing Spring tension, loosen %-16 square head set screws In tensloner and ede support at be i ends of door,
INCREASING SPRING TENSION: Al lensioner end, using pipe wrench, notate adefplpe wrench away from wag. lc a ease tension InY.-Y turn
increments. Allow adelpipe wrench to ease bark towards wag until lendonerse arras axle notation. Renal set
screws and reevaluate spring tension by cycling door.
I DECREASING SPRING TENSION: At tension end, using pipe wnenrh. mtate exlelpipe wrench away from vrelfsggh y. Helding t his poslgen, rotate
tendmnr release rem towards watt. CarefugY allow ade/w anch to notate k warc :wall InY. tam Increments.
While holding this Pasoan allow tensioner releana rem to relate back to its son hg position. Cerehd]y epee
BAWpe wrench to ease bark unit] Iensloner secures rode retailer. Reughtan s d strews ardrecva]uate
spring tension by cycling door.
ISTEP16: WARNINGLA13EL
0 Apply warring label at a readable heighten the diva side door guide orients.
pEanE G J� Sulono
TENSION
E
O pa—.R
5PxM0
a TESmN
• 0/
1/17/2018
Florida Building Code Online
we.e
SCIS HOME I L09In I UserRegftMU.n I I6tTopks SubmitSU"019e I SUN &Facts INMOU.0s I FeCStif I aCISSim PUP i unse I seam, I
db
a
. ` � �I Product Approval
��. USER: Publlc User
i..iJ,n
PmdOat Ae0mval Menu > Pm4VM car A00eraden Seardl> A0P"nffan Ust> ApplfmUon aetaa
FL # FL12940-115
Application Type Affirmatlon
Code Version 2017
Application Status Validated
Comments
Archived.
Product Manufacturer Pocahontas Aluminum Company, Inc.
Address/Phone/Email 2001 Industrial Drive
Pocahontas, AR 72455
(870) 892-3689
kakins@porahontasaluminu m. corn
Authorized Signature Ken Akins
kaklns@pocahontasaiuminum.rnm
Technical Representative Andy McAfee
Address/Phone/Email 2001 Industrial Drive
P.O. Box 756
Pocahontas, AR 72455
(870) 692-3689 Ext 101
amcafee@pocahontasaluminum.com
Quality Assurance. Representative Jason Summers
Address/Phone/Email 2001 Industrial Drive
P.O. Box 756
Pocahontas, AR 72455
(870) 892-3689 Ext 108
)summers@poca hontasaluminum.cem
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Keystone Certifications, Inc.
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 301/I.S. 2/A440 2005
AAMA/WDMA/CSA 101/I.S. 2/A440 2008
Equivalence of Product Standards
Certified By
I affirm that there are no changes In the new Florida Building
Code which affect my products) and my product(s) are In
compliance with the new Florida Building Code.
https:/ANww.floridabuilding.org/prIpr app dtl.aspx?param=wGEVXQwtDgv4i95T%2bUQFrPxv4AKQgkPhuljSVYNOMwBhUUAlbBlzSAa/03de/a3d 1/2
ill /rlulu Florida Building Code Online
Dommentatlon from approved Evaluation or Validation Entity • Yes No N/A
Product Approval Method Method 1Optlon A
Date Submitted 01/15/2018
Date Validated 01/15/2016
Summary of Products
FL #
Model, Number or Name
Description
12940.1
10D VS Vertical Sliding Window
40 x 63 Aluminum Flange Frame. 41-3/40 x 64-5/8" flange tip
to tip measurements.
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL12940 RS C CAC 757-102CAR.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
01/25/2020
Design Pressure: +15/-15
Installation Instructions
Other: Windows must be glazed per ASTM E1300-04.
FL12940 PIS It Installation Method Aluminum Non -Insulated
Maximum shim height 1/4".
Wlhdow.odf
Verified By: Keystone Certifications, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
12940.2
100 VS Vertical Sliding Window
30 x 30 Aluminum Flange Frame, 31-3/4" x 31-5/8° flange tip
to tip measurements
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL12940 -RS C CAC. 757-131CAR.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
11/30/2020
Design Pressure: +351-35
Installation Instructions
Other: Where water penetration resistance is. required,
FL12940 R5 II 30x30 window Installation odf
positive design pressure is limited to 15 psf. Windows must be
Verified By: Keystone Certifications, Inc.
glazed per ASTM E3300-04. Maximum shim height 1/4".
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
sack Nal¢
LonWd Us:: 2601 Blair store Road.Tallahame R 32399Ph,net 850-482-11124
no State of Rarda Is an AA/EEO employer. Caoyrlaht 2007.2013 State of Flodda :: Pm ev Snamem,t :: ASaesslblllty Statement :: Refund Statement
antler Flonda law, Man addresses are pubic records. If you d4 not want your e-mall address released In response to a publlo,remrds ma uest, do not send ele
one,
llN can be made available to the public T,
please dlds has..
Product Approval Accepts:
®=fa-q Ei M
$CCLLClI}'Af A1C5
https:lAmw.flotidabuilding.org/prlpr app d8.aspx7param=wGEVXQwtDgv4ig5T°%2bUQFrPxv4AKQgkPhuljBVYNOMwBhUUA1bB1z5A°/a3d%3d 2/2
INSTALLATION METHOD
ALUMINUM NON -INSULATED
ELEVATION & ANCHOR LAYOUT
�30" MAX WIDTH
I° °I
I
I
°I 30" MAX HEIGHT
i
I
°
8" MAX TYP
4" MAX FROM
CORNERS TYP-�
P I PI
8" MAX TYP
INSTALLATION
ANCHOR
4" 4" MAX FROM
CORNERS TYP
SCALE: NTS E: REVISIONS p
A401MENNONSNJ-Y.- INSTatAroNMEMOD COPYING OR `I
ALUMINUM NON4NSUTATED NO. DESCRIPTION BY DATE DUPUCATONIS j
DWN BY: AMM E EVA ON&ANOOR AYOUT PROM ITETIWRHOUT
W
CHK BY: KA ROwMTASRON
lMCOMPANY,ING ,
CS 2S
]001CANINOUSTRIALDRIVE COMPANY,ING
DATE: 10/13/15 POONTAS,AR 11499
PN:87"92.TE89 PAR:m891-9858
INSTALLATION METHOD
ALUMINUM NON -INSULATED
ELEVATION & ANCHOR LAYOUT
K BETWEEN
iE & STRUCTURE
them)
x 15/3" SCREW
MOUNTING FLANGE
1/2" MINIMUM PENETRATION I.
SCALE: NTS ME: REVISION
S
DIMENSIONS:*/-9- MSTANAUONMMOD MMGOR ' J
AWMINUMNOWNWUTED NO. DESCRIPTION BY DATE DUPUCATIONIS �t
DWNBY: AMM FFYA ONAANOVORIAYOUT PROHRHEDW WT BSTWRIREO ,
N PREM 9 0 ��
PRpAREO v' FROMPOOAf�A
CHK BY: KEA POCAHMWAIUWI MWMPAW INC ALUMINUM
90MMDU5i LDRNE COMPANY, INC
DATE: 10/13/15 POCAHONTAS.AR 71455
PH:w"934E89 FM:896898-9858
1/172018 Florida Building Code Online
w�
!'YLG
ProfiessionaliRegulation
Bus Name I tng In I user&elrtnuon I HotT pk submit suMh3M. I State &Facts I Pubilmaons Rc staff I scis site Map ❑nm I seamh
_I �l Product Approval
IVn useR:Publicuser
db aft v.
PmduRAcomvei Menu > Pmdua or Aoollmtlon Seamb > Aonllmtlnn ❑st> Appiiratiun Detail
FL #
FL12940-RS
Application Type
Affirmation
Code Version
Z017
Application Status
Validated
Comments
Archived
Product Manufacturer Pocahontas Aluminum Company, Inc.
Address/Phone/Email 2001 Industrial Drive
Pocahontas, AR 72455
(870) 892-3689
kakins@pocahontasaluminum.com
Authorized Signature Ken Akins
kakins@pomhontasaluminum.mm
Technical Representative Andy McAfee
Address/Phone/Emall 2001 Industrial Drive
P.O. Box 756
Pocahontas, AR 72455
(870) 892-3689 Ext 101
amcafee@pocahontasaluminum.com
Quality Assurance Representative Jason Summers
Address/Phone/Email 2001 Industrial Drive
P.O. Box 756
Pocahontas, AR 72455
(070) 892-3689 Ext 100
)summers@pocahontasaluminum.com
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Keystone Certifications, Inc.
Referenced Standard and Year (of Standard) Standard
AAMA/WDMA/CSA 101/I.S. ZIA440
AAMA/WDMA/CSA 101/I.S. 2/A440
Equivalence of Product Standards
Certified By
Year
2005
2008
I affirm that there are no changes In the new Florida Building
Code which affect my praduc(s) and my product(s) are In
compliance with the new Florida Building Code.
httpsJAvww.Boddabuilding.olgfpr/pr app dl1.aspx?param=wGEVXQwtDgv4i95T%2bUQFrPxv4AKQgkPhulj6WNOMwBhUUA1bB1zSA°/a3d%3d 112
Ill fr2u18 Florida Building Code Online
Documentation from approved Evaluation or Validation Entity Yes No N/A
Product Approval Method Method 1 Option A
Date Submitted 01/15/2018
e Date Validated 01/15/2018
Summary of Products
FL fp
Model, Number or Name
Description
12940.1
100 VS Vertiml Sliding Window
40 x 63 Aluminum Flange Frame. 41-3/4" x 64-5/8" flange tip
•
to tip measurements.
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL12940 RS C CAC 757-102CAR.Ddf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
OU25/2020
Design Pressure: +15/-15
Installation Instructions
Other: Windows must be glazed per ASTM E1300-04.
FL12940 R5 II Installation Method Aluminum Non -insulated
Maximum shim height 1/4%
Wlndow.odf
Verified By: Keystone Certlfacations, Inc
Created by Independent Third Parry:
Evaluation Reports
Created by Independent Third Party:
12940.2
100 VS Vertical Sliding Window
30 x 30 Aluminum Flange Frame, 31-3/4" x 31-5/8' flange tip
to Up measurements
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL12940 R5 C CAC 757-131CAR odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant No
11/30/2020
Design Pressure: +35/-35
Installation. Instructions
Other: Where water penetration resistance is required,
FL12940 RS II 30x30 window Installation odf
positive design pressure is limited to 15 psf. Windows must be
Verifed By: Keystone Certifications, Inc.
glazed per ASTM E3300-04. Maximum shim height 1/4".
Created by Independentrhlyd Parry:
Evaluation Reports
Created by Independent Third Party:
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The state of FlOdda Is an AgrEE0 emplayu.. Convriaht 2067-2013 State of Floods. :: Pdvacv Statement :: Pctessiblllb Statement :: Refund Statement
Under Florida law, email addresses are public records, It you do not want your..mall address released In response t4 a publlO-records request, do not send al.
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INSTALLATION METHOD
ALUMINUM NON -INSULATED
ELEVATION 8E ANCHOR LAYOUT
IF-L -
3.0" MAX WIDTH
I�
I
30" MAX HEIGHT
°
i
8" MAX TYP
4" MAX FROM
CORNERS TYP
of
II°
8" MAX TYP
INSTALLATION
ANCHOR
I°
q" 4" MAX FROM
CORNERSTYP
SCALE: NTS REVISIONS 1
ALL DIMEN90N5: d�H' UIBTAIIADDNMEM00 WPYMG Ofl
ALUMINUMNONJN UTED NO. DESCRIPTION g�• DATE DUPUCADUNM
DWN BY: AMM E EVA ON&ANO ofl AYOUT PROHIBIIEDWI WT /n i
W=Hp PREM690N /0 \
PREPARED BT: FROM POCNIONTAS /sue CHKBY:KEA POCpHONTA9pUMMUMWMPAW.M pLUMNUM �I
Mai WOUSTWALD
DATE: 10/13/15 PorpxDNTAs.ARnus COMPANY'"`
PH:V"9Ea6e9 FMsPD�x-sass
INSTALLATION METHOD
ALUMINUM NON -INSULATED
ELEVATION & ANCHOR LAYOUT
8" MAX TYP
4" MAX
0
0__
4" MAX FROM CORNERS TYP
O------_ -----------I
I
4I o
CyyA i
I� 8"MAX TYP
If I1
3 X BUCK f I Ili CAULK BETWEEN
FLANGE & STRUCTURE
ff --'— ----� ---� (By Others)
7 -
- #6 x 15/8" SCREW
MINE_ DGE;UISTAN[E1y I
' MOUNTING FLANGE
11/2" 1112" MINIMUM PENETRATION
77,
SCALE: NTs ,n E REVISIONS
DIMENSIONS:+/-X" WSTAl1AnONMElN00 CO_NG OR I J
AWMINUM NON LA
0 NO. DESCRIPTION BY DATE OUPUMMN15 GI IS
DWN BY: AMM RWAnON&ANOl%V` T PRONIOIMMHOUT
WRrtiF11 PPEM690N �[l�
POCANwm Jam!
CHK BY: KEA P OwALUWNUMCOMPANT,INC A UMINUM
X010EGUSRPoAEORIVE WMPANY INC.
DATE: 10/13/15 P0CAH0N A$ "" AR:J
PN:B)0-091d689 FAR: SA89D9958