HomeMy WebLinkAboutPRODUCT APPROVALS - 4,. �� •• e µ� 1 1 v � , A).A y
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product Aaamval Mem,> EMI%LgC&Rg don Seartlr> FnONQU,a (is t> ApplloUon Dertall
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Application Type New rY
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/phone/Email
Authorized Signature
Technical Representative
Addmss/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
2017
Approved
Carports Anywhere
10858 S.E. County Road221
Starke, FL
(352)460-1116
bodom@carportsanywhere.com
Biandie Odom
bodom@carportsanywhere.com
Structural Components
Roof Deck
vt� �CC7 r��Ei
/e C
°un�
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcapy Received
Florida Engineer or Architect Name who developed the Terrence E. Wolfe
Evaluation Report
Florida Ucense
PE-44923
Quality Assurance Entity
PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date
06/23/2023
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
Product Approval Method.
F[ L7402 RO COI LetterLe!lgr of Certlficatlon.pdf
Standard
ASTM E 1592
FM 4471
Method 1 Option D
Year
2005
1992
ht(ps://vww.floridabuilding.org/prlpr app dll.aspx?param-wGEVXQwtOgUHOE2Ywe%2bOsJNKRVGZO%2fBUxl3WJ%2fS9JZTtctZclmp4BYw%3d%3d 112
Date Submitted 06/18/2018
Date Validated 06/19/2018
+ Date Pending FBC Approval 06/27/2018
+ Date Approved OB/15/2018
Summary of PfodDCts
r-- t
FL # Model, Number or Name
Description
27402.1 Hampton Rib Roof Panel
Hampton Rib Roof Panel over Open Framing
Limits of Use ^
Installation Instructions
Approved for use In KVHZ: No
FL27402 RO SI Hampton Rib Roof over Open Faming
Approved for use outside HVHZ: Yes
Secured.pel
Impact Resistant: N/A
VeNRed By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +N/A/-57.3 psf
Created by Independent Third Party: Yes
Other: See evaluation report for various design pressures.
Evaluation Reports
Install per Manufacturers details. Not for use In HVHZ Zones.
FL27402 RO AE Hampton Rib Roof over Open Faming
Secured.pdf
Created by Independent Third Party: Yes
Ci,rh O
,GKRa US;: 2601 ala1r Stone Road, Wahasee FL 31399 Phone, 650<87-1020
The state of Reddo Is an AnfEEo empfoyee Cpnvdoht 7007-7013 Smte of noddn.:: Privacy Swtement:: Ac ssiblfity Smtement:: Refund Statement
Florida law, email addresses am publle recants. If you do not want your a -mall addrass released In response to a public-rermds request, do not send electronic
his entity. Instead, contact the palm by phone or by traditional malL If you have arty questions, please contact 850.487.1395. •Pursuant to section 45S.275(1),
Statutes, effective October 1, 2012, mmnseas Ileemed under Chaptm 455, F.S. must pmvide the Deva brent with an emaa address if they have care. The emaib
provided m
provide the
ProductApproval Accepts:
Mr.--,,®1®
Credit Card
Safe
U you am a Rcensee under Chapter 455, F.5, pleam
https:IAvww.floridabuilding.org/prIpr app_rill.aspx7pamm-ti GEVXQwt0quHOE2Ywe%2bOsJNKRVGZOp/o21BUxBWJ%2f6gJZTtetZclmp4BYw%3d%3d 212
rEngineering g Inc.
718530 Itvnblewood Dsivc
H=blr,TX 77338
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Roof Panel over open framing
Florida Product Approval # 27402.1
Florida Building Code 2017
Per Rule 61620-3
Method: I—D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 61620-3.005(1)(d)
NON HVHZ
Product Manufacturer:
CarportAnywhere
10858 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator Evaluator:
Terrence E. Wolfe, P.E.044923
Florida Evaluation ANE ID: 1920
Validator:
Gary Hartman, P.E. N73ZZ7
Contents:
Evaluation Report Pages 1-4
CE NSF
STATE OF
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DA r
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FL# 27402.1
JV-41 1.8, 2018
Force Engincerin g & Testing Inc.
19530 Rarnblmood Drive
Humble=77339
Compliance Statement.-
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2,1504.7.
Product Description:
Hampton Rib 26 Ga. and 29 Ga. Steel Roof Panel, 36" Wide, through fastened
structural roof panel. Structural Application.
Panel Material/Standards:
Material:
26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50
29 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 80
Conforming to Florida Building Code 2017 Section 1507.4.3. Optional paint finish.
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2017, Section 1507.4.3.
Panel Dimension(s):
Thickness: 26 Ga.: 0:0185" min, order thickness
29 Ga.: 0.0142" min. order thickness
Width: 36" maximum coverage
Rib Height: Y" major rib at 9" D.C.
Panel Rolifcrmer: M95 Metal Roliforming Systems
Panel Fastener:
#12-14 x V" HWH SDg3 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. Hamntnn Rib Raer Paner
Maximum Design Pressure:
-57.3 psf
-72.9 psf
-67.7 psf
a46.9 psf
♦54.7 psf
Panel Fastener Pattem:
2-1-2-1
2-1-2-1
2-1-2-1
2-1-2-1
2-1-2-1
Panel span:
s,v O.C.
4'-0" O.C.
4'-0" O.C.
S'-0" O.C.
4'-W O.C.
Substrate:
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. IS Ga.
Steel Framing
Min. 19 Ga.
SteelFraming
*Design Pressure includes a Safety Factor= 2.0.
FL# 27402.1
s���stptC E'E rr�r�r�
:F
No. 449
STATE
TE OF ; e
rPo •Ay0g,19A.'a
siu�Rmr. �� f4;
4.
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JV4%'i18, 2018
Force Engineering & .Testing Inc.
19530 It bk"od Dsrc
Humbte,7X 77339
Table "B" 29 Ga. Hampton Rib Roof Panel
Maximum Design Pressure:
-573 psf
-1502 psf
+39.0 psf
+143.1psf
Fastener Pattern:
6--3"-6"-3"-6"-T" 6"
6'-3'-6'-3"-6'-3"•6"
6:-3'•6'•3•-6"-3'-6"
Fastener5pacing:
4'-0' O.C.
2'-0' O.C.
4'-W O.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 1504.3.2, 1504.7.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• ASTM E 1592-05 (2012) Test method for structural performance of
sheet metal roof and siding systems by uniform static air pressure
difference
• FM 4471-92- Foot Traffic Resistance Test
Reference Data: 1. ASTM E 1592-05 (2012) Test
Force Engineering & Testing, Inc (FBC Organization # TST-5328)
Report No. 667-0060T-18A-E, 667-0061T--18A-D
2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 667-0060T-18F, 667-0061T-18E
3. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization If ANE ID: 1920)
Test Standard Equivalency: The FM 4471-10, Foot Traffic Resistance test standard is equivalent to
FM 4471-92.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited byan approved
quality assurance entity.
FL# 27402.1
,StpvlE P-
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NO.40e /
^'a• STATE OF ;.
°.n.'�LOxIVA
stun �i�`d' •. •G1��
esrm ORAL S%%
Jl4%z.18, 2018
Force Engineering &Testing Inc.
17530 R.mblemood Ddve
HumblcjX 77338
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section
1507.4.2 and in accordance with Manufacturers recommendations. For slopes
less than 3:12, lap sealant must be used In the panel side laps.
Installation: Install per manufacturer's recommended details.
Insulation: Manufacturer's approved product (Optional)
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
Design Procedure: Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2017 for roof cladding
wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover. Support framing must be in compliance with Florida Building Code 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
FL# 27402.1
``tp1t11rry1r/r
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No. *� /
ST'A7E OF
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Jrlktf. 18, 2018
1
26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
Q12-14 . 3/4' FfBH SD3 VI/ M&A BONDED NEOPRENE VMHER
29 GA. HAMPTON RIB FASTENER PATTERN
6. _ . _ 3" 6' 3'_ _ 6. 3.• 6• 3-
` 1112-14 . 3/4' HWH SD3 W/ 14%IM BONDED NEOPRENE 14ASHER
WonPRoddO
QOA.
tp2sm
r N0.44923 `•�'
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P'• STATE
OF
199JI 1 8 2018
9120/2018 Florida Building Code Online
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�IUSER: Public User SCANNED
BY
tlpro ucpDmval Menu > Product or Application Search > (pSjLS glgn lkt> Application Detell r
Lucie County
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 Brandie Odom
bodom@carportsanywhem.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category Structural Components
Subcategory Structural Wall
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florid:
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Terrence E. Wolfe
Evaluation Report
Florida License
PE-44923
Quality Assurance Entity
PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date
06/13/2023
Validated By
Gary Hartman, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL27403 RO COI Letter of Certification.pli(
Standard
ASTM E 1592
ASTM E 330
Year
2605
2002
https:/MAvt4.floridebuilding.orglprlpr_app_d8.aspx?param=wGEVXQwtDquHOE2Ywe%2bOsAUSaR1O%2fsNjldto6lC%2f°/a2bLV98RAA3xJ6YAYo3d%3d 1/2
9/20/2018
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Flodda Building Code Online '
Method 1 Option D
06/18/2018
06/19/2618
06/27/2018
08/15/2010
s a roeucrs
FL #
Model, Number or Name
Description
27403.1
Hampton Rib Wall Panel
.Hampton Rib Wall Panel over open Framing
Limits of Us
or use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-57.3 psf
Other: See Evaluation Report for various Design Pressures.
Install per Manufacturer's Details. Not for use In HVHZ Zones.
Installation Instructions
FL77403 RO II Hampton Rib Wall Panel Secured.pdf
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL27403 RO AE Hampton Rib Wall Panel Secuned.gdf
Created by Independent Third Party: Yes
27403.2
Resi-Lap Siding Wall Panel
Resi-Lap Siding Wall Panel over open Framing
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +40.0 psf/-37.0 psf
Other: +40.0 psf at 4'-0" o.c. -37.0 psf at 4'-DI o.c. Install per
Manufacturer's Details. Not her use in HVHZ Zones.
Installation Instructions
FL27403 RO II Resi-Lao Wa11 Panel secured.pil
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL27403 RO AE Resi-Lao Wall Panel secured:pdf
Created by Independent Third Party: Yes
flack Nezt
Contact Us 7601131air Shne Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer. Galyylght Z607-2013 State of Fladda.:: Priwa Statement :: Amesslbllily Statement :; Refund Statement
Under Florida law, mall addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send eleceonh
rill to this entity, instead, contact the office by phone or by traditional mall. If you have any questlans, please contact 85D.487.1395. *Pursuant to Sectlon 455.275(I
lnddi St,mtoc efMive nrtoher 1. mi . nrenscas llren Prlunder Gunter 4S5. FS. must omvlde the Deoartment with an mall address if thev have one. The emal
provide the Department with an mall address which can be made avallable to the public To delermine If you are
Product ApprovalA opts:
® R-Zq- <Md M
r
SCCUrjtYMrTRICS"
https:lAvww.floridabuilding.orglprlpr_app_ tl.aspx7param=wGEVXowtDquHOE2YweP/*2bOsAuSaRIOP/o2fsNjldto6lCP/o2f°/a2bLV98RAA3xJ6YAOA3d%3d 212
Force Eneecring &Testing Inc.
195301tamblc od DA.
H=ble,TX 77338
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Wall Panel over open framing
Florida Product Approval # 27403.1
Florida Building Code 2017
Per Rule 61620.3
Method: 2-0
Category: Structural Components
Subcategory: Structural Wall
Compliance Method: 61G20-3.005(2)(b)
NON HVHZ
Product Manufacturer:
Carport Anywhere
10858 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator.
Terrence E. Wolfe,.P.E. # 44923'
Florida Evaluation ANE ID: 2920
Validator•
Gary Hartman, P.E. #73227
Contents:
Evaluation Report Pages 1-4
so.�rmn
OOA
rxm
FL# 27403.1
Ju.hz 18, 2.018
rF,,,, Engineering & Teating Inc.
39St0 Rpsnble d Ddve
Humble;rX 77338
Compliance Statement: The product as described In this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1709.2.
Product Description: Hampton Rib 26 Ga. and 29 Ga. Steel Wall Panel, 36" Wide, through fastened
structural wall panel. Structural Application.
Panel Material/Standards: Material:
26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50
29 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 80
Conforming to Florida Building Code 2017 Section 1405.2.
Panel Dimenslon(s): Thickness: 26 Ga.: 0,0185" min. order thickness
29 Ga.: 0.0142" min. order thickness
Width: 36" maximum coverage
Rib Height: W major rib at 9" O.C.
Panel Rollformer: MRS Metal Rollforming Systems
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: Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel
framing, or Minimum 18 Ga. (Grade 50) Steel framing. See Table A &.B for steel
gauge. Framing must be designed In accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Table'A' 26 Ga. Hampton Rib Wall Panel
Maximum Design Pressure:
-57.3 psf
-72.9 psf
-67.7 psf
+469 psf
+54.7 psf
Panel Fastener Pattern:
2-1-2-1
2-1-2-1
2-1-2-1
2-1-2-1
Panel Span:
5'-0' D.C.
4'-0" O.G
4'-w O.C.
5'-0" D.0
4'-0' D.C.
Substrate:
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Min. 18 Ga.
Steel Framing -
Design Pressure includes a Safety Factor= 2.0.
.%'% E!g 2jr�.
F . • /v'rr
No. 449
�'^• STATE OF ;r
�iD..t• AZ 0RI9A.•a4``
sr�Ildf �i `°p •. s
orD6m ,QjoN L V 0%%
FL# 27403.1
JIAMki18, toss
Force Enginecrutg & Testing Inc.
195M Rambleaood Ddvc
Hmnblc=TrJia
Table "B" 29 Ga. Hampton Rib Wall Panel
Maximum Design Pressure:
-573 psf
-1509 psi
r39.0 psf
♦143.1 psi
Fastener Pattern:
V-3'-6'-3'-6'-3"-6"
6"-3"-6"-3"-6'-3'-6'
Fastener Spacing:
4'-0' O.C.
2'-0' O.C.
4'-0.O.C.
2'-O' O.C.
'Design Pressure Includes a Safety Factor= 2.0.
Code Compliance:
The product described herein has demonstrated compliance with
The Florida Building Cade 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 N TST-5328)
Report No. 667-006OT-18A-E, 667-0061T-ISA-D
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 roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing undera quality assurance program audited by an approved
quality assurance entity.
Installation:
Install per manufacturers recommended details.
Insulation:
Manufacturers approved product (Optional)
Panel Fire Classification:
Fire classification is not part of this acceptance.
FU 27403.1
,`s3ttrnzt42j'
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`%� CE NSS�,OC��
40
STATE OFOIL
; r
4
:xr;r �'1 -�tt�*oj`-
�10 i
Ju.v &:LS, 20].8
r..... Engineering g & Testing Inc.
19530 Rambkv od Drive
Humble,TX 77338
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
Design Procedure: Based an the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2017 for 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.
C E g '1'
41
N140
� T
STATE OFPZ
; e
4
srarAF'r •. 4 �'
FLY 27403.1
Jt,w�e/a.s, zoss
l
26 GA. HAMPTON RIB FASTENER PATTERN 2-I-2-1
112-I4 X 3/4' HNH SM W/ 14UM BONDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3°-6"
6" - . _ 3 . - 6. _ . - 3'_ . _ 6" _ . _ 3•. 6- 3"
#12-14 X 3/4" RWH SD3 W/ 14EIM BONDED NEOPRENE WASHER
w, o1 Flo11da
C.0A.
(929M
a N0. 44923
�9`•• STATE O A
I Am 1 8 2018
3/3012018 Florida Building Code Online
j'7/il F_I SIG ,.
acts Monte I Ia91n I User Reg[5 Ucn I Mot TOPl6 I S hb tsunh me statsaFads I P11,90U m I FECStaff aa551te Map I Unla I ward+ I
Florida
'i ry Product Approval
1.'�. ��� � USER: POP. User
„rr_Iw - SCANNED
P ua Aooro°al Menu> Pm ud or Aooll30on5eaCft> ApoeQaan art> APpn®Uon aetall
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Emall
Authorlmd Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL17996-RI
Afflrmatlon
2017
Approved
Ellxlr Door and Metal Company
1215 Pope Drive
Douglas, GA 31533
(912) 493-2215
ryarberry@elUdrdmc.cum
Randall Yarberry
ryarberry@elbdrdmc.com
PTC Product Design Group
PO Box 520775
Longwood, FL 32752
(321) 690-1788
Info@ptc-corp.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
BY
St Lucie County
American Architectural Manufacturers Association
American Architectural Manufacturers Assocatlon
Standard
ASTM E330
year
20D2
I I affiml that there are no changes In the new Florida Building
Code which affect my product(s) and my product(s) are In
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes No N/A
FU7996 RI CDC Affirmation FL17996 418-1208 ss.odf
httpsJMAvw.Ooddabuilding.org/prlpr app_ fl.aspx7pamm=wGEVXQwtDquT[uhTgK2%2bd3R%2b%2bN%2f8fjOsgRCIaMU%2bfROgsg3ZdGjX[w%3d%3d
313012018
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page Q
Florida Building Code Online
Method 1 Option A
01/29/2018
01/29/2018
02/04/2018
0 A Pagel/ 20 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
Limps of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CAC EXR 202-20S VerticalSlider ASTM E330.
plusg.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +30/-30
12/03/201B
Other:
Installation Instructions
FL17996 R3 If EUX0034 Rev A Series 202-205 SS.pdf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1642 Rev3 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.2
Series 230 W9 Steel DoorSeries
230 W9 Steel O.S. Door w/ Cottage Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 Rl C CAC EXR 230 W9 Cottage ASTM E330
plu0.udf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +30/-30
12/03/2018
Other:
Installation Instructions
EL17996 Rl U EUX0033 Rev A Series.230 W9 SS.edfi
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 Rl AE PER 1642 Rev3 415-0705 ss.adf
Created by Independent Third Party: Yes
17996.3
Series 402-14
Vinyl Steel Out -Swinging Regular Door - 14"xl4" Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 R3 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:
FL17996 Rl II 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
17417996 R1 AE PER 1951 Revla 415-0705 ss odf
Created by Independent Third Party: Yes
17996.4
Series 402-20S
Vinyl Steel Out -swinging Regular Door - 20" slider window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CAC EXR 402-205 E330 nW%%2df
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 EL11t0051 REV -A OS MODEL 402-205 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.odf
Created by Independent Third Party: Yes
17996.5
Series 407
Vinyl Steel Out -swinging Regular Door - Blank (no window)
Limps of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RI C CAC EXR 407 E330 olus5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2020
Design Pressure: +40/-45
Installation Instructions
Other:
FL17996 RI 11 ELIX0052 REV -A OS MODEL 407 ss.gdf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
https:llw .floddabuilding.org/prlpr app d0.aspx7pamm=wGEVXQwtl)quT[uhTgK2%2bd3R%2b%2bN%2f8fjOsgRCIaMU%2bfROgsg3ZdGjXlwV°3d%3d
_ r
3/3012018 Florida Building Code Online
FL17996 Rl AE PER 1951 ReVla 415.0705_ss.odf
Created by Independent Third Party: Yes
17996.6
Series 430 W9
Vinyl Steel Out -swinging Regular Door - 9-Cite Window (1'8" X
3'0")
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 R3 C CAC EXR430-W9 E330 piu25.pcif
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2020
Design Pressure: +33/-40
Installation Instructions
Other.
F:17996 R1 II ELX0053 REV -A OS MODEL 430-W9 ss pdf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 Rf AE PER 1951 Revla 415-0705 ss.pdf
Created by Independent Third Party: Yes
17996.7
Series 6400 W9 Cottage
Series 6400-W9 Non -Impact Inswing Painted Steel Door
w/Storm Door
Limps of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FLA7996 RI C CAC EXR 6400_E330 oius5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/16/2019
Design Pressure: +66/-56
Installation Instructions
Other.
FU7996 R3 11 EUX0056 Rev -A IS MODEL 6400-W9 WITH
STORM DOOR ss.pd
Verified By: Robert J. Amoroso, PE FL PE No. 49752'
Created by Independent Third Party: Yes
Evaluation Reports
F117996 RI AE PER 19S4 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 R1 C CAC EXR 7500 Oval 21 adjustable threshold
E330 olus5.adf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +34/-50
09/17/2019
Other:
Installation Instructions
FL17996 R1 li ELIXOOSS Rev -A IS MODEL 7500 OVAL 21
WITH A03USTABLE THRFE HOLD ss.Rdf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 155 R v 415-0705 =_kj&
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 RS C CAC EXR 7500 Oval 23 E330 RiusS.pdf
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 R3 II 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
F1,17996 RI AE PER 1955'Rev2 415-0705 ss.pdf
Created by Independent Third Party: Yes
17996.10
Series 8400 W9 Cottage
Series 8400-W9 Non -Impact Oval Inswing Vinyl Laminated
Steel Door W/Storm Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CAC EXR B400 E330 oius5.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 It ELtXGOS7E 4 0' VAL
WITH STORM DOOR ss.pdr
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1954 Rev2 415-0705. ss.odf
Created by Independent Third Party: Yes
hftps.IAM.floddabuilding.org/pr/pr_app_dtl.aspx?oamm=wGEVXQwtDquTluhTgK2%2bd3RYo2b%2bN%2f8lOsgRCIoMU%2bfRDgsg3ZdGjXlw%3d%3d
313OJ201 B
Florida Building Code OnBne
17996.11
Series 9000
Series 9000 Non -Impact Inswing Vinyl Laminated Steel Door
W/Storm Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CAC EXR 9000 50 E330 PIus5.Pof
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/16/2019
Design Pressure: +50/-50
Installation Instructions
Other:
FL17996RI II ELIX0058 Rev -A IS BLANK 9000 DOOR W.
STORM DOOR ss.Pdf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1954 Rev2 415-0705 ss.pd
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 R1 C CAC EXR 9400 E330 RWILPdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/16/2019
Design Pressure: +50/-50
Installation Instructions
Other.
FL17996 R1 II EUX0059 Rev -A IS MODEL 9400-W9
COTTAGE W. STORM DOOR ss.Pdf
Verified By: Robert]. 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
17996.13
Series AFIF7N
Series AFIF7N Non -Impact IS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
EL17996 R3 C CAC EXR ABM E330 olusS.Pdf
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 11 EUX0040 AFIF7N-BFIF7N RevA SS.Pdf
Verified By: Robert ]. 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 05 Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use In RVHZ: No
EL17996 RI C CAC EXR AFOF7N E330 ol05.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2019
Design Pressure: +3B/-38
Installation Instructions
Other:
PL17996 RI fI ELIX0042 AFOF7N-BFOF7N RevA ss.odf
Verified By: Robert ]. 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 Nan -Impact IS Steel Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI. C CAC EXR AVIF7N E330 PIusS.IW
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/05/2020
Design Pressure: +25/-25
Installation Instructions
Other.
FL17996 RI If EUX0047 AVIF7N-BVIF7N RevA ss.pdf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1953 Rev2 415-0705 ss.pddf
Created by Independent Third Party: Yes
17996.16
Series AVOF7N
Series AVOF7N Non -Impact OS Steel Doors
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
EL17996 RI C CAC EXR AMEM E330 olus5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/06/2020
Design Pressure: +21/-21
Installation Instructions
Other:
FL17996 RI II ELIX0048 AVOF7N-BVOF7N RevA ss.Pdf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
https:/An .floridabuilding.org/prlpr app dU.aspx7param=WGEVXQwtDquTluhTgK2%2bd3R%2b%a2bN%2f8i7Os9RCIoMU%2bfRDgsg3ZdGjXlw%3d%3d
3/30/2018 - Florida Building Code Online
Evaluation Reports
FL17996 RI AE PER 1953 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.17
Series BFIF7N
Series BFIF7N Non -Impact IS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CAC EXR BFIF7N E330 itio liff
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/15/2019.
Design Pressure: +36/-38
-Installation Instructions
Other:
FL17996 R1 II ELIX0040 AFIF7N-BFIF7N RevA SS,ib1f
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1952 Rev2 415-0705 ss.pd
Created by Independent Third Party: Yes
17996.18
ji Series BFIF7S
Series BFIF7S Non -Impact IS Fiberglass French Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 R3 C CAC EXR BFlF75 E330 olos5.Ddf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/15/2019
Design Pressure: +38/-38
.Installation Instructions
Other:
FL17996 RI 11 ELIX0046 BFIF7S RevA ss.Ddf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
EL17996 Rl AE PER 1952 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.19
Series BF0F7N
Series BFOF7N Non -Impact OS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 Rl C CAC EXR BFOF7N E339 RIUSS.Ddf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/06/2020
Design Pressure: +30/-30
Installation Instructions
Other:
EL17996 RI It EUX0042 AFOF7N-BFOF7N RevA ss.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R3 AE PER 1952 Rey2 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.20
Series BVI63S
Series BVI63S Non -Impact Single Inswing Door w/Flxed Ute
Insert and Outswing Storm Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
EL17996 Rl C CAC EXR BVI635 E330 oius5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant No
12/17/2021
Design Pressure: +65/-65
Installation Instructions
Other:
FL17996 RI It EUX0061 BVI63S RevA ss.izd(
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE DER 2244 Rev2 415-0705 ss.DdF
Created by Independent Third Party: Yes
Go to Page d
Falb Npzt
Contact Us :: Z601 Bfalr Stone Raad. Tallahassee FL 31399 Phone: 85048J-IR34
00 Page 1/2113140
The State of Flodda Is an A.VEEO eioployec Cydaht 20D7-2013 State of Florida.:: NwV Statement :: AcmnlblliN Statement:; Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-man address released In response to a pub8o-rewrds request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please vented 850.487.1395. *Pursuant to Section
459.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Orapter455, F.S. must provide the Department with an email address If they have
one. The emalls pmvided maybe used for official communication with the licensee. Hamm email addresses are public record. if you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public To determine If you am a licensee under Chapter 455, FS.,
Product Approval Accepts:
0®� R—H
https:IAvww.floiidabuilding.org/prIpr app dtl.aspx?pamm=tvGEVXQwtt)quTluhTgK2%2bd3R%2b%2bNa/a2fBfjOsgRGIoMUa/o2bfRDgsg3ZdGjXlwa/o3tl%3d
3130/2018 �--- Florida Building Code Online '
Credit Card
Safe
https:Ihxww.floddabuilding.orglprlpr app_dtl.aspx?pamm--wGEVXQwtDquTluhTgK2°1a2bd3RO1.2b%2bN%2f8rjOsgRCIoMU%2b02Dgsg3ZdGjXlw%3d%3d
ELIXIR DOOR & METAL CO.
MODEL 407 NON -IMPACT OUTSWING
VINYL LAMINATED STEEL DOOR
n.ce-;_MAXIM �
GENERALNOTES
I.TMEPRODUCTANCHORAGESHOMHEREWISDESIGNED
S.INAREAS WHERE WINDSORNE DEBRIS PROTECTION
TO COMPLY WITH THE CURRENT EDITION OF THE
REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE
FLORIDA BUILDING CODE(FBC) MOULDING HIGH
SYSTEM COMPLYING WITH THE FSC REQUIREMENTS FOR
VELOCITY HURRICANE ZONE AND THE DESIGN
WNDBORNE DEBRIS REGIONS IS MANDATORY FORTHE
PRESSURES) STATED HEREIN.
PRODUCT HEREIN.
1a THE PRODUCT DETAILS CONTAINED HEREINAAE BASED
6. FRAME MATERIAL: ALUMMMALLOY6063-16
UPON SIGNED AND SEALED TEST REPORT DALLAS
DOOR PANEL MATERIAL.09 MIL WNYL LAMINATED
LABORATORIES, INC. W278 AND ASSOCIATED
GALVANIZED SMEL41V SKIN WI URETHANE FOAM CORE
LASOPATORYSTAMPEODRAWINGS,
T. DESIGNATIONS' A- STAND FOR THE FOLLOWING:
2. ADEQUACY OF THE EXISTING STRUCTURAL 2X FRAMING
X: OPERABLE PANEL
ORSTEELFRAMING ASA MAIN WIND FORCE RESISTING
O: FIXED PANEL
SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERMG APPLIED PRODUCT LOADS TO THE
S. HARDWARE:
FOUNDATION IS THE RESPONSIBILITY OF WE ENGINEER
A HALFHINGES:(4)606}T6MWUDEDALUMINUM
CRARCHITECT OF RECORD.
B. LATCHLOCKKEYED
C. DEAD BOLT: SINGLECAUNDER
3.1XAND 2X BUCKS (WIZEN USED)SHALL BE DESIGNED AND
ANCHDREDTOPROPERLYTRANSFERALLLOADSMWE
9. SEE SMEETI FOR DESIGN PRESSURE CHART.
STRUCTURE SUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD.
4. WE NSTIMJATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS
FORASPEOFICSITE IFSITECONDITIONSCAUSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS
DETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT
SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
DESIGN PRESSURE MTING(PSF)
IMPACTRATING
WHERE WATER INFLTRATON
REOVWEMENTIS NEEDED
WHERE WATER INFILTRATION
REOUIREMENTIS NOT NEEDED
NONE
••
`40D145.0
"UNIT MUST BE INSTALLED BENEATH AN APPROVED OVERHANG
TABLE OF CONTENT
SHEET
DESCRIPTION
I
GENERAL AND INSTALLATION NOTES
2
ELEVATION, ANCHORING LAYOUT
3
VERTICAL CROSS SECTIONS
4
HORIZONTAL CROSS SECTIONS
INSTALLATION NOTES:
I. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH
ANCHORLOCK110N.
2. THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN
ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM
SPACINGS TO BE USED FOR PRODUCT INSTALLATION.
3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR
WITH LOAD BEARING SHN(SI, MAXWUM ALLOWABLE
SHIM SCE OF 1M INCK SHIM WHERESPACE OF 1116INCH
ORGREATEROCCURS. SHIM(S)SHALLBECONSTRUCTEO
OF HIGH DENSITY PLASTIC OR BETTER
4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR
14GA MINIMUM STEEL FRAMING SHALL BE AS SHOWN N
-ANCHOR SCH EOULE• THIS SHEET.
S. MWIMUMEMBEDMENTAND EDGE DISTANCEEXCLUOE
WALL FINISHES, INCLUDINOBUTNOT LIMBED TO
STUCCO. FGAM. BRICK V ENEER AND SIONG.
4 INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
THAN THE MINIMUM STRENGTH SPECIFIED IN THE
'ANCHOR SCHEDULE' THIS SHEET.
T. I NSTALIAMON ANCHORS AND AS SOCIATEO HARD WARE
MUSTBE MADE OF CORROSION RESISTANT MATERIAL
CR HAV E A CORROSION RES ISTANT COATING.
ANCHORSCHEDULE
SUBSTRATE
DOORFRAME
TYPE
512E
MANUFACTURER
AND/OR
EMBEDMENT
EDGE
DISTANCE
ANCHORCAPACRIES
TYPE
SPECIFICATION
II
(Do
(IMHIIa
BASEDON
SHEET
MIN.3
METALISTEEL
ASME 818.6A
�N.33KS YIELD
TU BNG 14 GA
FIN (Z-BM)
PAN HEAD
NO.B
(TAPPNGSOREVO
PASTINSB)E
3W
STRNEGTH
TH
MN
SURFACEOF
THICKNESS
SUBSTRATE
ANSI B18.6.1
(ADDO SCREW)
MOOD VMTH AMNIMlM
2XVM70D
FN(Z-BM)
PAN HEAD
NO.8
OR
I.
ire
SPECIFIC GRAVRYOF
IR2MMNG
PSNE BISAA
0.42.
(TAPPING SCREV✓I
NOTES:
I) FCRWOODORTAPRNG SCREWS IFSPLRNG BA CONCIEN. DRILL 0.082 PILOT HOLE(DNRL SIZE45).
2) ®GEOGTANCEMMSUR®FAY.I BTIER SDEOFANCIORTO EOGEOFSUBSTRATE
FL P.E. No. 49752
Digipliy signM by R2bertJ.
ELEVATION
EXTERIOR VIEW
f ^,l
-0
x 2 IIZ WOOD
SCREW
SCREWS
EWS
l�l
ENTRY DOOR
STRIKE DETAIL
\¢OOO i9A rENY]TB.1TE
MAX.
c. MAX.)
3' MAX. (TYPJ —III
3' MAX. (rvPJ
I
�
L
I
4' MAX. (TYPJ-T—
U
a
LOCK ASSEMBLY DRIVE-IN)
10'MAX
O.C. (ivPJ
[.ti
IS LOCATED APPROX. 38' ABOVE
BOTTOM OF DOOR LEAF AND THE DEAD
p
SOLT ASSEMBLY APPROX. 42'ABOVE
X
Fi
a
BOTTOM OF DOOR LEAF. SEE STRIKE
O
DETAILS THIS SHEETold
IL
M O
W P
0 b
mr MAX CrYP.)
0
�
Q
HINGES W1
IN, SCREWS
I 1
I I98 TAPPING SCREW.
SGREWENTL
OF
SUFFICIENT LENGTH
TO
PENETI (3) THREADS
MINIMUM
BEYOND
EYONDSTEEL
I MINIMUM BEYOND STEEL
I I TUBE
ENTRY DOOR
STRIKE DETAIL
STS.LIVBIRG 1 SfYAiE
SILL ANCHOR SPACING
SAMEAS HEAD SPACING
ANCHOR LAYOUT
EXTMIOR VIEW
ANCHORING NOTES:
1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13.
ANCHOR SPACING VARIES. BUT NOTTO EXCEED
10' MAXIMUM O.C.
2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL
IS 7. ANCHOR SPACING VARIES, BUT NOT TO
EXCEED IV MAXIMUM O.C.
1
FL P.E. No. 497E2 ,
0I91tallysigned
by9abertJ.
Amoroso
ON: oRobert. u \5 Amoroseso, o,
0950U6-04w
(BY OTHERS)
SEALANTTAPE TO BACK—
SIDE OF MOUNTING FIN
EXTERIOR
EXTERIOR
#8 WOOD SCREW
INSTALLATION ANCHOR
10MIN.
INTERIOR
E VERTICAL SECTION
WOOD FRAME SUBSTRATE
INTERIOR
MAX SHIM
SEALANT TAPE TO BACK
SIDE OF MOUNTINGFIN 11TMIN.
EDGE DIST.
2X WOOD FRAME
(BY OTHERS)
P MIN. EMBEDMENT^ -I #8 WOODSCREW
INSTALLATION ANCHOR
A VERTICAL SECTION
WOOD FRAME SUBSTRATE
THREE(3)THREAD
MIN. PENETRATION
#B TAPPING SCREW
INSTALLATION ANCHOR
NT TAPE TO BACK
31W MIN.
OF MOUNTING FIN
EDGE DIST.
14 GA. MIN.
NGUARE
STEEL TUBING (BY
OTHERS)
EXTERIOR
INTERIOR
D VERTICAL SECTION
STEELTUBINOSUBSTRA=
EXTERIOR INTERIOR
14 GA. MIN. SQUARE
Iz STEEL TUBING (BY
OTHERS)
SEALANT TAPE TO BACK cu�c mm.
SIDE OF MOUNTING FIN
98 TAPPING SCREW
THREE(3)THREAD INSTALLATION ANCHOR
MIN. PENETRATION
C YERTICAL SECTION
STEELTUeI OSU.—A .
G
0
0.
N
N
FL P.E. No. 49752
Dlgllnllysigned
byllobenl.
_
Amaww
M rn=Robertl.
Amoww, o.
mIgnGmuA
1*0ben@pt
mtv.20154B.05
095Q1B-06b0'
1
1/4' MA%SHIM
1/4• MAX SHIM
o
1!2' MIN. EDGE DIS7,
10 MIN. EDGE DIST.
'O
2X WOOD FRAME
2X WOOO FRAME
(BYOTHERS)
(SYOTHERS)
RS WOOD SCREW
k8 WOOD SCREW
;TALLATION ANCHOR INTERIOR
INTERIOR
INSTALLATION ANCHOR
0
IX8 X 3/4' SMS
U
' MIN.
1' MIN. \ ��
EMBEDMENT
a
EMBEDMENT - -
Q
F
W
SEALANT TAPE TOBACK EXTERIOR
EXTERIOR.
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
SIDE OF MOUNTING FIN
m
W
a
0
HOR000�RAMeaueEC�TEON
ON
HORIZONTALSECTION
r
On- ..
WOOD FNTALSECT'E
F-I
14 GA. MIN. SQUARE
14 GA. MIN. SQUARE
a
STEEL TUBING (BY
310"MIN: EDGE GIST. OTHERS)
STEEL TUBING (BY
OTHERS)
3/8• MIN. EDGE DIST.
W
INTERIOR
INTERIOR
qB
TAPPINGATIONING REW
LATION ANCHORREW
INSTALLATION ANCHOR
#8 X3l4'SMS
IN NCH
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Product Approval
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FlEB88-RS
Application Type
Affirmation
Cade Version
2017
Application Status
APpmved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida llama
Quality Assurance Entity
Quality Aasumnca Contract Expiration Date
Validated By
Certificate of Independence
ASTA DOOR CORPORATION
4255 MCEVER INDUSTRIAL
DRIVE NW
ACWORTH, GA 30101
(770)974-2600 'Ext 208
JFRENCH30ASTADOOR.COM
JAMES FRENCH
JFRENCH3@ASTADOOR.00M
James French
po box 420
amorth, GA 30101
)french3@astadoorcom
Mike Alvis
P.O. Box 42a
Acworth, GA 30101
(770)974-2600 Ext 248
malvls@astadaormm
Exterior Doors
Roll -Up Exterlor Door Assemblies
SCANNED
BY
St Lucie County
Evaluation Report from d Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report- Hardcopy Received
Joseph H. Dixon, Jr
PE-7768
National Accreditation and Management Institute
12/31/2018
Gordon Thomas, P.E.
Validation Chaddist - Hardcapy Received
Referenced Standard and Year (of Standard) Standard
ASTM E330
DASMA 108
Equivalence of Product Standards
Certified By
Year
2002
2002
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1/102018 Florida Bullding Code Online
Sections fmm.the Code
' 1 affirm that there are no changes in the new Florida Building
Code which affect my pmduct(s) and my product(s) are in
compliance with the nev+ Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes No N/A
riwjf jfr e
Product Approval Method Method 1 Option 0
Date Submitted 10/06/2017
Data Validated 10/O6/2017
-.Date Pending FBC Approval
Date Approved 10/07/2017
Humbaror Nome
design pressure for 8' wide by 2V high door. Lower
scums calculated for up to 20' wide by 21' high
red for use In HVHZ: No
FjdS n - 700 - 11..
red for use Outside HVHZ: Yes
Earn.9'Rscr,y; 0mzzol2 iriW
: Resismm: No
Vedfied By: Joseph H: Olxon P.E. .No. 7768
.Pressure:+113.Sftax/-113.IMax
Createdby IndependentThird Party: No
Design pressure at test door width of 16' a+/-35.0
Evaluation Reports
Yes
'8888.2 '233 Wlndlock Industrial Sheet Door Maximum design pressure for V wide by 21' high door. Lower
design pressures calculated for up to 20' wide by 21' high
door.
Jmltn of Use
Installation Instructions
Approved for use In HVHZ: No
F M PS it 27013 - 20 Serns 7r ±11 m>I
Approved for use outside HVHZ: Yes
F3 ME RS ll 29031 233. ff
Impact Resistant: No
Verified By: Joseph H. Dixon RE. FL. No. 7769
Design Pressure: +95.gMax/-95.9Max
Created by Independent Third Party: No
Other: Design pressure at test door width of 16' = +1- 37.5
Evaluation Reports
(20I Maximum design pressure for 8' wide by 21' high door. Lower
design pressures calculated for up to 20' wide by 21' high
Limits of Use
Inotallation Instructions
Approved for use in HVHZ: No
I FISM RS R 27013- 300 Serfes Tnstatl cnileA.mit
Approved for use outside HVHZ: Yes
j Fe661•.1 RS-H 7R031 340. Sa!es.odf
Impact Resistant: No
! VedRed By: Joseph H. Dixon RE FL.No. 7768
Design Pressure: +L38.3Max/-131.3Max
I Created by independent Third Party: No
Other: Design pressure at test door width of 16' =+42.7 /
Evaluation Reports
39.7 nor
cs As AS arm-ocoG rR o=. rh:1LL`s:1
_! LYeated by Independent Third Party: Yes I
�8888.4 1322 Commercial Slat Door(22
Maximum design pressure far e'wlde by 21' high door. Lower
Gauge - Flat Slat).
, design pleasures calculatedfor up to 20' wide by 21' high 1
door.
(Limits of Use
(Installation Instructions 1
Approved for use In HVHZ: No
H-i&M RS B 27013 -300 Serfs Inc;. o3Y (1L'L
I Approvad for use outside HVHZ: Yes
F aRRR PS IT 7SQ31 inn 9d _ ,-
i
Impact Resistant: No
! Verified By: Joseph H. Dixon P.E. FL.No'r'a
Design Pressure: +128.SMax/-121.SMax
Other: Design door
Created by Independent Third Party: Nr I
pressure attest width of 16' >+41.4 /
38.4 psf
Evaluation Reports j
14 none RG AE ER2L11Q 533 9zL. ,
Cmated by Independent Third Party: Y
IBBBB,S 324 Commercal Slat Ooor (24
'Maximum design press: Lower _I
Gauge - Flat Slat)design
_
pressures cadated for up to 7.- v
L_.__. _...._
_ —door.
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(Limits of Use
Ilnstountion Instructions
Approved for use In HVHZ- No
f1 8994 R5.G 77613-a00 S-re9n ill malad. s'/
I F W S n an91360 S-rles.adf
Approved for use outside HVHZ: Yes
Impact Resisiam.: Na )
Verified By: Joseph H. Dixon P.E. FL.No. 776B i
Deoign Pressure: +11B.1Max/-111.1
) Created by Independent ThirdParty: No
Other. Design pressure at test door width of 16' _ +40.0 /
Evaluation Reorts
-37.0 pal
€1.868a Z upER-07{00S-R3 022212 OOILodf
Created by Independent Third Parry: Yes
_r-===_---
8888.6 418CRolling Steel Service Door(18
Gauge - Curved Slat)
- __._....-__._,...-.__
_----
Maximum design pressure for B' wide by 21'hgh door. Lower
design pressures calculated for upto 24' wide by 21' hfgh_
door.
in tv of Use
Installation Instructions
Approved for use In HVHZ: No
FISBU8 Q5 R 7701 '( b ^ S- iesfrtbll sealed.,dl
i
A PRO Rs m 27013 4VOr odes seal-ta I
Approved for use outside HVHZ: Yes
Impact Resistant. No
Verified By: Joseph H. Dixon RE. FL.No'7768
Design pressure: +132.21-132.2
Created by IndepemtentThlyd Party: No
Other: Design pressure at test door width of 16- _ +1- 32.9
Evaluation Reports
psf
I FISH R5 As: FR-177-M5 '+ n 7712 0att.odf
Created byIndependent Third Party: Yes
8888.7' 1I�4_18E RoMng,Steel Service Door (13
Maximum design pressure for B' wide by 21' hlgh door. Lower
- Flat Slat)
design pressures calculated for up to 24' wide by 2V high
(Gauge
.._._.y._.._.___ _)•_door_r.
Limits of use
InstatlaNan Instructions -
ApprovedforuselnHVNZ:No
R3M R511 27013-409- 0 Series install sealed.ndf
A SWB Q5 r 77013 4NF sTric; sm".mif
Dixon P.E. FL:YN. 7768
Vented By: JosephIndependent
Created by IndepeatlentThlyd Party: No
Evatuntian Reports
gRPfA Re.A2 L?IJ:7r"dlpS+t3'n17717 a011.60
Approved for use outside HvHZ: Yes
Impost RosLsure: No
Other: Design cloo7SMax
Other: Design pressures[ test dmrvildth oP 16' _ +/.-49.3
sure atM test
p5f
Created by Independent Third Party: Yes '
_
-----_^ - -
8888.81420C Rolling Steel Service Door (20
Gauge - Curved Slat)
I Maximum design pressure for 8' wide by 2V high door. Lower
design pressures calculated for up to 2W wide by 21' high
door.
Limits of use `—
Installation Instructions
Approved far use in HVHZ: No
Approved for use outside HVHZ: Yes
ft?M RS 11 177,11 - ^h "1 Series 1 ---^ sealed -ad
Fl WSR a:. If Zr^013 tom taeres ss� adf
Impact Resistant: No
Design Pressure:+124.SMax/-124.SMax
Other: Design pressure at rest door width of 16' _ +/-32.2
Psf
Vented By: Joseph H. Dixon P.E. FL:No. 7768
Created by Independent Third Party: No
Evaluation Reports
S-K- 9 Z - S-1191-MUE2 027717 00ll.Rdf
Created by Independent Third Party: Yes
+920F W.&g Steel Service Door (20
8888.9 I Gauge - Flat Slat)
1 Maximum design pressure for B' wide by 21' hgh door. Lower
design pressures calculated Far up to 24' wide by u' high !
(door.
Limits of Use
Installation Instructions
Approved for use In HVIM No
Approved for use outside HVHZ: Yes
Impact Assistant.• No
Design Pressure: +119.3Max/-119.3Mox
Other: Design pressure at test door width of 16' _ +/-47.7
psr
7 . a 1
i A a�8 c m ,irT '�0y a.5v s...q.d vat
i Verified By: Joseph H. Dixon P.E. FL.No. 7768
Created by Independent Third Party: No
Evaluation Reports
FISWIB c A _1-07-000 a 02221, 0011.odf
Created by Independent Third Parry: Yes—
3888.10 1422C Rolling Steel Service Door (22
Maximum design pressure for 8' wide by 21' high door. Lower i
Gauge - Curved Slat)
design pressures calculated for up to 24' wide by 21' high f
door.
Umlts of U.
Approved far use In HVHZ. No
Installation InstrucFione - -
FLESM as 1 MM13 -
Av.7a^I m �fia+ 4n11r`s%Qie_e w4d.Mf
Approved for usaoutside HVHZ: Yes,
j Impact Resistant No
Design Pressure:'+118,2Max/-118.2Max
Other: Design pressure at test door width of 16- _ +/- 31.6
psr
Verified By: Joseph H. Dixon P.E. FL.Nc .7768 r
Created by Independent Third Party: No
1I Evaluation Reports
1 FlBCei Rc AS a-e7-001ISR3.a n17 0nil.ndf
Created by Independent Third Party: Yes
8686.11 Rolling Steel Service door (22- . Maximum design pressure for B' wide by 21' high door. Lower
I422F
Gauge • Flat Slot) I design presures calculated for up to 24' wlde by 21' high
:door.
I ts of Use. _ -_..- -- Installation instructions
Approved for osa.outside HVHZ: Yes FISSES RS 3 ZIQ1.31VKF seT? ssesMd all
Impact Roslstanti No Verified By: Joseph H. Dixon P.E. FL.No. 7768
Dmlgn Prossure: +112.SMax/-112.SMax Created by Independent Third Party: No
' Evaluation Reports
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111012018
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Other: Design pressure at tact door width of 1B = +/-46,4
F1°4Aa RS •- BI 7 t005 R3 021111 CO11 tl! '
Ipsf
Created by IodependentThird Party: Yes
8888.12 4 24 C Rolling Steel Servlca Daar (24
htaxlmum design pressure for 8' lvule by 21' high door. lower !
Gauge - Curved Slat)
design pressures calculated for up to 24' wtde by 21' high '
door.__.___.-
.......
...__..._._..__....._...__!__.___.........___..__._._._..__._____._
of Use
.---
installation instructions
(Limits
APPMVed for use in HVHZ: No
w 33RR nS N 770t7i - 400eon Series r15130 saaled.odf
Approved for use outside HVHZ: Yes'
PLA3 3 95 g 27013 400C se fai sa.tled,odP I
Impact Resistant: No
Veined By: Joseph H. DL'mn PLNo. 7768
Owego pressure'+1e doorwMax
Created by lndependentThinl Party: Na
at test
4 Other: Design pressure at test door width of 16' _ +/-31.0
Ewlu %Reports
psi
PwFft. v: x>: ER-07-On05-p3 02 712 mitt sdi
by IndependentThlN Party: Yes
-----�--
-Created
_�--_
8888.13 424E Rolling Steel Service Door (24 `Maximum
design pressure for 8' wide by 2V high door. Lower
Gauge - Flat Slat)
design pressures calculated for up to Z V wide by 21' high
dear.
-
_- ^-
Limits of use -�� -- —
Ilnstollation fastructfons
Approved for use in HVH2: No I
F Atta4 A5 9 27013 4WA00 wires
iORs!sa R5 2 77013 AWF motes « W,odf-
APProved for use outside HVHZ: Yes tt
Impact Resistant: No
Verified By: Joseph H. Dixon P.E. FLNo. 7768
.Des1gnPressure. +105.3Max/-1053Max
Created by Independent -third Parry: No
Other: Design pressure at best door width of 1& =+/-45.0
Evaluation Reports
psf
9S'1 R5 nE E2-07-Cn9543 0 7a17 (1011,00
Created by lndependentThird Party: Yes
8888.14618 Insulated Roiling Steel Service
{Maximum desdim pressum for e' wide by 24' high door. Looter
Door (18 Gauge)
{design pressures calculated for up to 24' wide by 24' high
__.. ,_.
�..,.. _ —Installation
`door.' _
Limits of Use
Instructions
Approved for use in HVHZ: No
flsiz a nS rr 77019 -40b 600 SM [ xtall saaled.ntl!
Prsrr4 v5 w 2'7a s00-Oes,,741d.Mf
Approved for use outside HVHZ: Yes
Impact ResfotannNo
{ Verified By: Joseph H. Dixon RE. FL.No 7768
Design Pressure:+WILBMax/-198.8Max.
} Created bylndependentThlyd.Patfy: No
Other Design pressure at test door wldth of 16' =+/-S1.8
I Evaluation Reports
Psi'
F15M FR7 A- Ex-m�uw x 0,11722 0011cdf
Created by Independent Third Party; Yes
8888.15 (620 Insulated Rolling Steel Service
{Maximum design pressure for w wide by 24' high door. Lower
Door (20 Gauge)
design pressures calcuated for up to 24' wide by 24' high
i
door,
_
Limits of Use ~_ Installation Instructions
Approved for use In HVHZ. No Faro R S - 111 -
Approvedfor use outside HVHZIYes P+a31r ann 77011 AIM-Id.odf
Impact Redstart: No I Verified By: Joseph H. Dixon P.E. FL -No. 7768
Design Prassurm +187.7Max/-187.7Max f Created by Independent Third Party: No
Others Design pressure at test door width of IV _a +/-50.8 { Evaluation "ports
psf I R-FrMn AS ac q{l7.{MO`%�i 02]]t2 001 t.oA4
4 Created by. Independent Third Parry: Yes
8885016 �1622 Insulated Rolling Steel Service I Maximum design pressure for e' wide by 24' high door. Lower
Door (22 Gauge) design pressures calculated for up to 24' vide by 24' high.
door.
Limits of UseInstallation Instructions '
Approved for Lure In HVHZ: No r94Z+3 PS - R lCmI3 -400 fwM 4r1ee introit se.IM.odf
Approved for use outside HVHZ: Yes. i PSR3x 9571271136DD gafer ':ed.odf
Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No.7765
Design Pressure: +178.gMax/-178.9Max I` Created by Independent Third, Party: No
Other. Design pressure at test door width of 16' =+/-50.0 1 Evaluation Reports
psf fgSS5 F 7,mc.ai 0 »r7 M"t .f
' Created by Independent Third Parry: Yes
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