HomeMy WebLinkAboutPRODUCT EVALUATION REPORTC
Force Engineering &Testing Inc.
1953011.bk.d Drive
HumblgYX 77338
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Roof Panel over open framing
Florida Product Approval 9 27402.1
Florida Building Code 2017
Per Rule 61G20-3
Method: I—D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 61G20-3.005(l)(d)
NON HVHZ
Product Manufacturer:
Carport Anywhere
10858 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator:
Terrence E. Wolfe, P.E. N 44923
Florida Evaluation ANE ID: 1920
Validator•
Gary Hartman, P.E. K73227
Contents:
Evaluation Report Pages 1-4
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Force Engincenng & Testing Inc.
19530 Ramblewoad Drive
Humblgl:C 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.
PanelMaterial/Standards:
Material: -
26 Ga. Steel, ASTM A792 orASTM A653 G90 Grade 50
29 Ga. Steel, ASTM A792 or ASTM AGS3 G90 Grade 80
Conforming to Florida Building Code 2017 Section 1507.4.3. Optional paint finish.
_
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2017, Section 1507.4.3.
Panel Dimension(s):
Thickness: 26 Ga.: 0.0185" min. order thickness
29 Ga.: 0.0142" min. order thickness
Width: 36" maximum coverage
Rib Height: Y.." major rib at 9" O.C.
Panel Rollformer: MRS Metal Rollfonning Systems
Panel Fastener:
#12-14 x %" HWH SO#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 & B for steel
gauge. Framing must be designed in accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Table "A" 26 Ga. Hamotan Rib Roof Panel
Maximum Design Pressure:
-57.3 psf
-72.9 psf
-67.7 psf
+469 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:
51-V O.C.
4'4r G.C.
4'-0" D.C.
S'-0" O.C.
4'-0" D.C.
Substrate:
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min, 14 Ga.
I Steel Framing
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
•Design Pressure includes a Safety Factor -2.0.
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Force Engineering & Testing Inc.
19530 Ramblcsvood Drive
Humbl.=T733a
Table'R" 29 Go
Maximum Design Pressure:
-573 psf
-1509psf
+39.0 psf
+143.1 Pf
FastenerPattem:
6'-3'-6'-3"-6"d"-6'
6'-3'-6'-3'fi'-3'-6"
6•-3•-6'-3'-6'-3'-6'
6'-3--6"-3'-6'-3'-6'
Fastener SpaHng:
4'-C'O.C.
2'-0"D.C.
4-o-D.C.
2--w D.0
uesign Pressure includes a Safety Factor= 2.0.
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2017, Section 1504.3.2, 1504.7.
Evaluation 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. ASTME 1592-05 (2012) Test
Force Engineering & Testing, Inc. (FBC Organization N TST--5328)
Report No. 667.0060T-18A-E, 667-OO61T--18A-D
2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Farce Engineering &Testing, Inc. (FBC Organization p 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 If AN 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 611320-3.005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
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19510 Rnmblmood Drive
Humbte,'IX 77318
Minimum Slope Range:
Minimum Slope shall comply with Florida Building Cade 2017, 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:
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. Support framing must be in compliance with Florida Building Code 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
FL# 27402.1
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26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
` #12-14 x 3/4' HWH SD3 VI/ 14MM BONDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN V-31. 6 3 6"-3"-6'
6- 3-v 6. —,— 3' - — 6- _ . _ 3-- . _ 6- 3.
#12-14 x 3/4- HWH SD3 %V/ 14MM BONDED NEOPRENE WASHER
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Product Evaluation Report
SGPN�EO CARPORTSANYWHERE
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Sti �uC�e Resi-Lap Wall Panel over open framing
Florida Product Approval # 27403.2
Florida Building Code 2017
Per Rule GIG20-3
Method: 2—B
Category:. Structural Components
Subcategory: Structural Wall
Compliance Method: SIG20-3.005(2)(b)
NON HVHZ
Product Manufacturer:
CarportAnywhere
10858 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator:
Terrence E. Wolfe, P.E:044923
Florida Evaluation ANE ID: 1920
Validator:
Gary Hartman, P.E. #73227
Contents:
Evaluation Report Pages 1-4
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1rce Engineering & Testing Inc.
19530 Rambleuwood DAvc
HumbkaX77338
Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1709.2.
Product Description:
Resi-lap Wall Panel, 26 Ga. Steel, 35" Coverage, through fastened structural wall
panel. Structural Application.
Panel Material/Standards:
Material: 26 Ga. Steel, panel material shall comply with Florida Building Code
2017 Section 1405.2.
Yield Strength: Min. 50.0 ksi
PanelDimension(s):
Thickness: 26 Ga. 0.0190" min. order thickness
Width: 35" maximum coverage
Height: 0.5" tall
Panel Rollformer: Marion Manufacturer, Inc.
Panel Fastener:
#12-14 x ''/." HWH SD#3 with 14mm neoprene bonded washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017.
Substrate Description:
Min. 16 Ga. Steel Framing. Framing must be designed in accordance w/ Florida
Building Code 2017.
Allowable Wall Design Pressures:
26 Ga. Resi-lap Desien Pressures
Maximum Wali Design Pressure:
-37.0 psf
+40.0 psf
Panel Fastener Panem:
S"cs^-5"-5^-S'-5"-5"
5"-5"-5'-5'-5'-S"-S"
Panel Fastener (Pan) Spacing:
V-W O.C.
4'-0" O.0
'Design Pressure Includes a Sarety Factor=15.
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Force Engineering & Testing Inc.
19530 Bamblewood Drive
Humble,TX 77338
Code Compliance:
The product described herein has demonstrated compliance with
The Florida Building Code 201t 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 61620-3.
Performance Standards:
The product describedherein has demonstrated "compliance with:
• ASTM E330-02 Test method for structural performance of Exterior
Windows, Curtain Walls and Doors by Uniform Static Air Pressure
difference.
Reference Data:
1. ASTM E 330-02/2014 Test
Force Engineering & Testing, Inc. (FBC Organization #TST--5328)
Report No. 667-OO62T--18
2. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923).@ Force Engineering &Testing, Inc
(FBC Organization If ANE ID: 1920)
Quality Assurance Entity.
The manufacturer has established compliance of wall 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.
Shear Diaphragm:
Shear diaphragm values are outside the scope of this report.
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Force Engineerin- g & Testing Inc.
19530 Ra.nbt.00d Ddvc
HumblgTX 77338
Design Procedure: Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2017 foe wall cladding
Mind 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.
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RESI-LAP WALL PANEL
912-14 x 3/4" WIN 503 W/ 14MM NEOPRENE SONDES WASHER
AT 5" O.C. (5 5'-5'-5'-5'-5"-5" FASTENER PATTERN)
26 CA RESI-LIP WALL PANEL W/ 35" COVERAGE
MIN. IS GA. STEEL FRAMING AT 4'-W O.C.
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FL S
FL17996-IU
Application Type
Affirmation
Code Version
2017
Application Status
Approved
Comments
Archived
ID
Product Manufacturer
Elixir Door and Metal Company
Address/Phone/Emali
1215 Pope Drive
Douglas, GA 31533
(912) 493-2215
ryarberry@elhdrdmecom
Authorized Signature
Randall Yarberry
ryarberry@elixirdmc.com
Technical Representative
PiC Product Design Group ,
Address/Phone/Email
PO Box 520775
Longwood, FL 32752
(321) 690-1788
Info@ptc-corp.00m
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency
Validated By
Referenced Standard. and Year (of Standard)
Equivalence of Product Standards
Certlfied By
Documentation from approved Evaluation or VaOdatlon
3/30/2018
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page
Flodda Budding Code Online
Method 1 Option A
01/29/2018
01/29/2018
02/04/2018
4) G Page 1/ 2 0 40
FL #
Model, Number or Name
Description
17996.1
Series 202-205 Steel Door
Series 202-205 Steel O.S. Door w/ Vertical Slider Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ.• No
FL17996 RI, C CkCEXR 0 OS Vertical Slid r'ASTM - 330
plusS,pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +30/-30
-12/03/2018
Other-
Installation Instructions
FL196 RI- If ELD(0034 Rev A Series202-20S' SS.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports,
FL17996 Rl AE PER 1642 Rev3 415-0705 ss.odf
Created by Independent Third Party: Yes -
17996.2
Series 230 W9 Steel Door
Series 230 W9 Steel O.S: Door w/ Cottage Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
F1,17996 Rf C CAC EXR 230 W9 Cottage ASTM E330
P us5
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +30/-30
12/03/2018
Other-
Installation Instructions
K17996 Rl It ELIX0033 Rev A Series 230 W9 SS.oAf-
Verified By: Robert I Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports _
EL17996 RI AE PER 1642v3 415-0705 ss A(
Created by Independent Third Party: Yes
17966.3
Series 402-14
Vinyl Steel Out -Swinging Regular Door-14"x14" Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZB No
FL17996 R1 C CAC EXR 402-14 E330 nlus5.0f
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant No
09/14/2020
Design Pressure: +40/-40
Installation Instructions
Other.
FL17996 RI U ELIX0050 REV -A OS MODEL 402-14 ss.odf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party:. Yes
Evaluation Reports
FL17996 Rl AE PER 1951 Revla 415-0705 ss.Rdf
Created by Independent Third Party: Yes
17996.4
Series 402-205
Vinyl Steel Out -swinging. Regular Door - 20" slider window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
EL17996 RI, C CAC EXR 402-205 E330 1111125.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2020
Design Pressure: +401-45
Installation Instructions
Other.
FL17996 Rl II EQX0051 REV -A OS MODEL 402-205 s.odf
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
i Approved for use in HVHZ. No
Certification Agency Certificate
FL17996 R3 C CAC EXR 407 E330 olus5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2020
Design Pressure: +40/-45
Installation Instructions
Other.
FL17996 RI II ELIX0052 REV -A OS MODEL 407 ss odf.
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
httpsdAvww.Boddabuilding.orgfpripr app d0.aspx7pamm--aGEVXQwIDquTluhTgKZ%2bd3R%2b%2bN%2f8gOs9RCIoMUYa2bfRDgsg3ZdG)7(lw"/3d%3d
3/30/2018
Florida Building Coda Online
FL17996 R1 AE PER 1951 Revla 415-0705 Mildf
Created by Independent Third Party: Yes
17996.6
Series 430 W9
Wnyl Steel Out -swinging Regular Door - 9-Lite Window (1'8" x
3'0")
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL17996 Rl. C CAC EXR 430-W9 E330 olus5.pdf
Quality Assurance Contmct Expiration Date
Impact Resistant: No
09/14/2020
Design Pressure: +33/-40
Installation Instructions
Other:
FL17996 Rl II ELJX0053 REV -A OS MODEL 430-W9 ss.pdf
Verified By: Roberti. Amoroso, PE FL PE No. 49752 '
Created by Independent Third Party: Yes
Evaluation Reports
R17996 RI AE PER 1951 Revla 415-0705 ss.Pdf
Created by Independent Third Party: Yes
17996.7
Series 6400 W9 Cottage
Series 6400-W9 Non -Impart Inswing Painted Steel Door
w/Storm Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CAC EXR 6400 E330 olirlM (
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 EUX0056 RaV-A IS MODEL 6400-W9 WITH
STORM DOOR ss.g_df -
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 ss.odf
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
FL17996 RI C CAC EXR 7500 Oval 21 adjustable threshold
E330 olusS.odF
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +34/-50
09/17/2019
Other:
Installation Instructions
F1.17996 RI 11 ELIX0055 Rev -A IS MODEL' 7560 OVAL 21
WITH ADJUSTABLE THRFESHOLD ss.mdf
Verified By: Robert J. Amonrso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1955 Rev2 415-0705 sepdf
Created by Independent Third Party: Yes
17996.9
Serles 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 elus5odf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ.• Yes
Impact Resistant: No
09/16/2019
Design Pressure: +50/-50
Installation Instructions
Other:
FL17996 RI It EUX0060 Rev -A IS MODEL STR 7500 23
OVAL WITH STORM DOOR'ss.odf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1.AE PER 1955 Rev2 415-0705 s5.pd
Created by Independent Third Party: Yes
17996.10
Series 8400 W9 Cottage
Series 8400-W9 Non -Impact Oval Inswing Vinyl laminated
Steel Door w/Stern Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
EL17996 Rl C CAC EXR 8400 E330 olus5.odj
Quality Assurance Contract Expiration Date
Impact Resistant: No
D9/16/2019
Design Pressure: +50/-50
Installation Instructions
Other:
FL17996 R7 H EIJX0057 Re" IS MODEL 8400-W9 OVAL.
WITH STORM DOOR ss.odf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
F117996 R1 AE PER 1954 Rev2 415-0105. ss_.ndf
Created by Independent Third Party: Yes
httpsJAv .floddabuilding.org/pr/pr app d0.aspx?param--wGEVXOwtDquTluhTgK2%2bd3RYo2b%2bN%2f8fjDs9RC1oMU%2bfRDgsg3ZdGpaw%3d%3d
3/30/201 B
Florida Building Code Online
17996.11
Series 9000
Series 9000 Non -Impact Inswing Vinyl Laminated Steel Door
w/Stoma Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
F117996 RI -C CAC EXR 9000-50 E330.o1us5.odf
Approved for use outside HVHZYes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/16/2019
Design Pressure: +50f-50
Installation Instructions
Other:
FL17996 R! II ELIR0058 Rev -A IS BLANK 9000 DOOR W.
STORM DOOR ss.l1_df,
Verified By: Robert 3. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996'RI AE PER 1954 Rev2 415-0705 ss.udf
-
Created by Independent Third Party: Yes
17996.12
Series 9400 Cottage
Series 9400-W9 Non -Impact Inswing Vinyl Laminated Steel
Door w/Storm Door
Limps of Use
Certification Agency Certificate
Approved for use in HVHZ.• No
FL17996 RI C CAC EXR 9400 E330 plus5.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:
FL17996 RI 11 EUX0059 Rev-A4S MODEL 9400-W9
COTTAGE W. STORM DOOR ss.pd - -
Verified By: Robert 3. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1954 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.13
Series AFIF7N
Series AFIF7N Non -Impact IS Fiberglass Door
Limps of Use
Certification Agency Certificate
Approved for use in HVHZ. No
Approved for use outside HVHZ: Yes
FL17996 RI C CAC EXR AFIF7N E330 olus5.odf
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2019
Design Pressure: +38/-38
Installation Instructions
Other:
FL17996 R3 A EUX0040 AFIF7N-BFIF7N RevA SS.odf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
F117996 R1 AE PER 1952'Rev2 415-0705 �s.odf
Created by Independent Third Party: Yes
17996.14
.Series AFOF7N
Series AFOF7N Non -Impact OS Fiberglass Door
Limps of Use
Certification Agency Certificate
Approved for use In HVHZ: No
EU7996 R1 C CAC EXR AFOF7N E330 olus5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2019
Design Pressure: +38/-3B
Installation Instructions
Other:
FL17996 RI It EUX0042 AFOF7N-BFOF7N 'RevA s.Rdf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17225 Ri AE PER 1952 Rev2 415-0705
ss.ndf
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 R1 C (AC EXR AVIF7N E330 p1Us5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/05/2020
Design Pressure: +25/-25
Installation Instructions
Other:
FLI7996 R1 II ELIX0047 AVIF7N-BVIF7N. RevA ss.odf
Verified By: Robert 3. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation. Reports
FL17996 R1 AE PER 1953 Rev2 415-0709 ss.12d
Created by Independent Third Party: Yes ---
17996.16
Series AVOF7N
Series AVOF7N Non -Impact OS Steel Doors
Limits of Use
Certification Agenry Certificate
Approved for use In HVHZ: No
FLIZ996 RI C CAC EXR AVOF7N E330 W05.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 It ELIX0048 AVOF7N-BVOF7N RevA ss.pdf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
httpsJ/www.floddabuilding.org/pr/pr app d0.aspX7pamm-xGEVXQwtDquTluhTgK2%2bd3R%2b%2bNl2f8TOs9RCIoMU%2bfROgsg3ZdGjXlw%3d%3d
3/30/2018
Florida Building Code Online
Evaluation Reports
FL17996 RI AE PER 1953 Rev2 415-0705 s%piff
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
FL17996 R1. C CAC EXRBFIF7NE330 olusS.pdf
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/15/2019
Design Pressure: +38/-38
Installation Instructions
Other.
FL17996 RI H ELD00040 AFIFM-BFIRN RevA S5,P-4f
Verified By: Robert I Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1952 Rev2 415-0705 ss,lid
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
1-U7996 -RI C CAC EXR 6FIF75 E330 olusS.odF
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/15/2019
Design Pressure: +30/-38
Installation Instructions
Other:
FL17996 Rl II ELD(0046 BFIF7S RevA ss.odf
Verified By: Robert I Amoroso, PE Fl. PE No; 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17995 RI AE PER 1952 Rev2 415.0705 ss.odf
Created by Independent Third Party: Yes
17996.19
Series BFOF7N
Series BFOF7N Non -Impact OS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 Rl C'CAC EXR BFOF7N E330 olus5.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.
M17996 RI I ELIXOM AE0177N-BEOM ReVA s` d
Verified By: RobertI Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
. FL17996 RI AE PER 1952 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.20
Series BVI63S
Series BVI63S Non -Impact Single Inswing Door w/Fixed Lite
Insert and Outswing Storm Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
EL17996. RI C CAC EXR 8VI63S E330 olusS.od
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date.
Impact Resistant. No
12117/2021
Design Pressure: +65/-65
Installation Instructions
Other:
FL17996 RI II EUX0061 BVI63S RevA ss.gpj
Verified By: Robert 3. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI, AE PER 2244 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes -
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sac:: Nert
Contact w :: 2601 Blair stone Road 'Iaflahaaee F 32399 Phone: 850-aW-1829
The State or Florida Is an WEED emploW.Capyrlght 200-2013 state a nodda.:: Pdvacv Statement :: AaessibilM Statement :: Refund 5talement
one. The emaIN provided may he used for o0ldal
address, please provide one Department with an
Product APPrpval Accepts:
�PMM— M
) a pub0o-record5 request, do not
mrdaQ 850.487.139% -Pursuant
httpsJ/www.fidddabuilding.org/prlpr app d8.aspx7paramwGE\fXQwO)quT]uhTgK2%2bd3R°Alb%2bN%2f8gOs9RCIoMU%2bfRDgsg3ZdGjXlw%3d%3d
3/30/2018
Florida Building Code Online
Crecrit Card
Safe
Sccurim"NILTELICS
httpsLwww.floridabuilding.orglpdpr app d0.aspXtparam=wGEVXQwtDquTluhTgK2%2bd3R°%2bY°2bN%2BTjOsgRCIoMl1%2b82Dgsg3ZdGpGw°h3d%3d
ELIXIR DOOR & METAL CO. N a
MODEL 407 NON -IMPACT OUTSWING s
VINYL LAMINATED STEEL DOOR a�
INSTALLATION ANCHORAGE DRAWING
N
GENERAL NOTES:
I. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED SANAREASWHEREWINOSOMEDEBRISPROTECTION
TO COMPLY WITH THE CURRENT EDITION OFTHE
REQUIREMENTS EXIST, USE OF AN IMPACTPROTECTIVE
FLORIDA BUILDING CODE (FOG) EXCLUDING HIGH
SYSTEM COMPLYING WITH THE FED REQUIREMENTS FOR
VELOCITY HURRICANE ZONE AND THE DESIGN
WINDBORNE DEBRIS REGIONS IS MANDATORY MR THE
PRESSURE(S) STATED HEREIN.
PRODUCTHEREIN.
L. THE PRODUCT DETAILS CONTAINED HEREIN ME BASED
6. FRAME MATERIAL: ALUMINUM ALLOY WW-T6
UPON SIGNED AND SEALED TEST REPORT OALLA9
DOOR PANEL MATEROAL:,OS MIL VINYL LAMINATED
LABORATORIES, INC. 944278 ANO ASSOCIATED
GALVANIZED STEEL.016' SKIN WI URETHANE FOAM CORE.
LABORATORY STAMPED DRAWINGS.
7, DESIGNATIONS OP STAND FOR THE FOLLOWING:
1. ADEQUACY OF THE EXISTING STRUCTURAL 2X FRAMING
%OPERABLE PANEL
OR STEEL FRAMING AS A MAIN WIND FORCE RESISTING
O: FIXED PANEL
SYSTEM CAPABLE OF WITHSTMOING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE
S.HARDWARE:
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER
A. HALFHINGES:(4)606176EXTRUUEDALUMINUM
ORARCHITECTOFRECORU.
B. LATCHLOCK:KEYED
C. DEAD BOLT: SINGLE CYLINDER
3. WAND 2X BUCKS (WHEN USED) SMALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
S. SEE SHEETI FOR DESIGN PRESSURE CHART.
STRUCTURE BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY CF THE ENGINEER OR MCHITECT OF
RECORD.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ME
GENERIC MD MAY NOT REFLECTACTUAL CONDRIONS
FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS
CETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT
SHALL PREPARE SUE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
DESIGN PRESSURE RATING(PSF)
IMPACTRATING
WHEREWATERINFILTMTION
REQUIREMENTISNEEDED
WHEREWATERINFILTRATION
REOUIREMENTISNOTNOIDED
NONE
••
N0.0/-4S.O
"UNIT MUST BE INSTALLED SENEATHAN APPROVED OVERHANG
TABLE OF CONTENT
SHEET
DESCRIPTION
1
GENERAL AND INSTALLATION NOTES
2
ELEVATION, ANCHORING LAYOUT
J
VERTICAL CROSS SECTIONS
4
HORIZONTAL CROSS SECTIONS
INSTALLATION NOTES:
I. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH
ANCHORLOCATICN.
2, THE INSTAMATION ANCHORS AT THE SPACINGS SHOWN
ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM
SPACINGS TO SE USED FOR PRODUCT INSTALLATION.
WITH LOAD BEARING SHIM(SL MAXIMUM ALLOWABLE
SHIM SIZE OF 114INCH. SHIM WHERE SPACE OF 111E INCH
ORGREATEROCCURG SHIM(S)SHALLBECONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER
4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR
14GA MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN.
'ANCHOR SCHEDULE' THIS SKEET.
S. MINIMUM EMBEOMENTAND EDGE DISTANCE EXCLUDE
WALL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER AND SIDING.
4 INSTALLATION ANCHORS SHALL BE INSTALLED Al
ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
THAN THE MINIMUM STRENGTH SPECIFIED INTHE
'MCHOR SCHEDULE' THIS SHEET..
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
MUST BE MADE OF CORROSION RESISTANT MATERIAL
OR HAVE A CORROSION RESISTANT COATING.
ANCHORSCHEDULE
SUBSTRATE
OOORRWME
TYPE
SIZEAND/OR
MANUFACTURER
EMBEDMENT
FM£
DISTANCE
ANCHORCRPACRIES
TYPE
'SPECIFICATION
(IN) 11)
(IN) ['I
BASSOON
SHEET
MN.3
METTUBING
� B1B6,4
MN. 33 KSI YIELD
4EEL GA
FPI(Z-BM)
PAN HEAD
N0,8
QMPING SCREV)
PASTITHRNSIDE
3/6'
STRNEGTH
MN.
SURFACEOF
THICKNESS
SUBSTRATE
ANSIB18.6.1
-
(HOOD SCREW)
HOOD VMTH AMNIM)M
2X VVDOD
FIN(Z-BM)
PAN HEAD
NO.5
OR
1'
12"
SPECIFIC GRAVRYOF
FRAMING
ASNE 818.8.4
0.42.
(TAPPINGSCREW/
NOTES:
1) FOR WOODORTAFRNG SCREWS IFSRJTTNG IS A CONCERN. DRILL O,OB2' PLOT.HOLE(DRILL SQE46),
2) EDGEOSTANCEMSASURED FROM EITHER SDECFANCHORTOEWEOFSUBSIMTE
RoboR J. AITowso, P.E.
FL P.E. No. 49752
YO'y\\aye°Vi; r"�
79
DOOR
PANEL
3511116' MAX.O.
FRAME WIDTH
34 314' MAX.
DOORPANEL-
WIDTH
X
W MAX
(TYP.)
`HALF HINGES W/
#8 X 3/4' SCREWS
(TYP.)
ELEVATION
EXTERIOR VIEW
^ WB x 21/2: WOOD
Y SCREW
#8x 12'
SCREWS
I I
ENTRY DOOR
STRIKE DETAIL
WUUe V&.1}IESUUYTMTF:
3' MAX. (TY
4' MAX. (fYP.)
BOLT ASSEMBLYAPPROX. 4TABOVE
BOTTOM OF DOOR LEAF. SEE STRIKE
DETAILS THIS SHEET
^ I 48 TAPPING SCREW,
SCREWMUSTBEOF
SUFFICIENT LENGTH TO
I PENETRATE(3) THREADS
I T'I j MINIMUM BEYOND STEEL
L1 TUBE.
ENTRYDOOR
STRIKE DETAIL
Y ,L TUeI\Ii 6URYNATF.
10' MAX.
O.C. (TYP.)
- Y MAX. (TYP.)
10' MAX.
X
(fYN
ANCHOR LAYOUT
EXTERIOR VIEW
ANCHORING NOTES:
1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13.
ANCHOR SPACING VARIES, BUT NOT TO EXCEED'
10. MAXIMUM O.C.
2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL
IS T. ANCHOR SPACING VARIES, BUT NOT TO
EXCEED 10- MAXIMUM O.C.
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EXTERIOR
EXTERIOR
RS WOOD SCREW
INSTALLATION ANCHOR
lir MIN.
INTERIOR
B VERTICAL SECTION
1VOOD FRAM' SUB5RLA'fE
INTERIOR
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
1/2' IN
EDGE DIST.
2X WOOOF RAME
(BV OTHERS)
V MIN. EMBEDMEN
48 WOOD SCREW
INSTALLATION ANCHOR
VERTICAL SECTION
A
WOOD FRAME SUBSTRA"fE
THREE (3) THREAC
MIN. PENETRATION
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
EXTERIOR
\-74 GA. MIN. SQUARE
STEEL TUBING (BY
OTHERS)
INTERIOR
D VERTICAL SECTION
STEE TUSINGSUBSTRAI'E
EXTERIOR EM INTERIOR
14 GA. MIN. SQUARE
STEELTUBING(BY
OTHERS)
f
318MIN.
SEALANT TAPE TO BACK EDGE DIST.
SIDE OF MOUNTING FIN
p8 TAPPING SCREW
THREE(3)THREAD INSTALLATION ANCHOR
MIN, PENETRATION
C WTICALBECTION
LTUSING SUBSTRATE
I i I
W
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0
W,+ a
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Q .
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FL P.E. No. 49762
DIglWly sIgned
I by Rabenl.
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0956LB-04'UM
12' MIN. EDGE
2X WOOD FRAME
(BY OTHERS)
I- MIN.
u
9
E HORIZONTALSECTION
WODU FTtAMB SUBS'KA'I'E
3/8•MIN. EDGE GIST.—+�
'PING SCREW
THREE THREAD r
MIN. PENETRATION
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
(w) HORIZONTAL SECTION
STEELT BI GSUBSN 7RATff--
114•MAX SHIM
c
12' MIN: EDGE GIST.
a
2X WOOD FRAME
(BY OTHERS)
W
8n
#8 WOOD SCREW
INTERIORINTERIOR
INSTALLATION ANCHOR
N
08 X 3/4' SMS
U
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i
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o
'7
EMBEDMENT
C
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EXTERIOR
EXTERIOR
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
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140A. MIN. SQUARE
1-a
Y
STEEL TUBING (BY
OTHERS)
310• MIN. EDGE DIST.
MN* EDGE
W
i
INTERIOR
INTERIOR
#8 TAPPING SCREW
#8 %3/0•SM
INSTALLATION ANCHOR
THREAD THREAD
MIN. PENETRATION
Robert) P.E.
EXTERIOR
EXTERIOR
o. 497
FL P.E. No.9752
SEALANT TAPE TO BACK
r.s"w�
SIDE OF MOUNTING FIN
�j'I�\
Ea\a'te.ye%%%
H
HORIZONTAL SECTION
dby
SiEELTUBINGSU SSTKATB
Dlgbally slgn Roben J.
ATOMS
DN:ca=Rabenl.Amoruao, o,- -
ou=FTCP,� .d Designs;,uP:
emall�robertPDPtc<orywm, m,s
Date: 2015.OaOS g95D29-0PIIP