HomeMy WebLinkAboutProduct ApprovalMichelle Franklin, CFA-- Saint Lucie County Property Appraiser -- All rights reserved.
Building Information
Finished Area: 1,123 SF
Gross Sketched Area: 2,239 SF
All information is believed to be correct at this time, but is subject to change and is provided without any warranty.
0 Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved.
Exterior Data
Building Type:
HC
Grade:
C
Year Built:
1968
Effective Year:
1968
No. Units:
I
Primary Wall:
CB Stucco
Secondary Wall:
FrcdHotAir
Roof Cover:
Dim Shingle
Roof Structure:
Gable
view:
100%
Frame:
100%
Story Height:
I Story
All information is believed to be correct at this time, but is subject to change and is provided without any warranty.
0 Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved.
Interior Data
Bedrooms:
3
Full Baths:
2
Half Baths:
0
Primary Int Wall:
Drywall
Primary Floors:
Tile -Ceramic
Avg Hgt/Floor:
0
Heat Type:
FrcdHotAir
Heat Fuel:
ELEC
Electric:
MAXIMUM
A/C %:
100%
Heated %:
100%
Int Sprinkler %:
N/A%
All information is believed to be correct at this time, but is subject to change and is provided without any warranty.
0 Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved.
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Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail
FL # FL16107-RSI
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason, OH 45040
(513) 770-6062
mwesterfie Id@ clopay. com
Authorized Signature Scott Hamilton
shamilton@dopay.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
I Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Scott Hamilton
Evaluation Report
ANSI/DASMA 108
Florida License
PE -63286
Quality Assurance Entity
Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date
12/31/2020
Validated By
Gary Pfuehler
2002
-' Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
FL16107 Rll COI Certification of Independence of Validation Entity_
GaryPfuehler.pdf
FL16107 R11 COI Statement on Independence of Evaluation Entity_
ScottHamilton 120424 pdf
Standard
Year
ANSI/DASMA 108
2005
ANSI/DASMA 115
2005
ASTM E1886
2005
ASTM E1996
2009
ASTM E330
2002
TAS 201
1994
TAS 202
1994
TAS 203
1994
Certified By
Florida Licensed Professional Engineer or Architect
FL16107 R11 Equiv 20170809 - FBC - DASMA 108 equiv.pdf
FL16107 R11 Equiv 20170809 - FBC - DASMA 115 eauiv of
Sections from the Code
Product Approval Method Method 1 Option D
Date
Submitted
04/10/2020
Date
Validated
04/10/2020
Date
Pending ABC Approval
04/13/2020
Date
Approved
06/02/2020
Date
Revised
08/13/2020
Summary of Products
Go to Page 2 0 0 0 Page 2/ 3 0 0
FL #
Model, Number or Name
Description
16107.21
21 W8-16 DSIE-1F471: GD2SP,
Double -skin Insulated EPS (exterior skin 27 ga. min.; interior
GR2SP, GD21_P, GR21_P, AR2SP,
skin 27 ga. min.) Double -Car (9'2" to 16'2" wide) WINDCODE®
AR2LP, ED2SP, ED21_P, 4302, HDGL,
W8 Garage Door with Optional Impact -Resistant Lites
6202, MFC68, 4305, HDGR, 6205,
SFR68, MFR68
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16107 R11 II 104786-Rev04-signed.pdf
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: +46 PSF/-52 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH, Solid doors or
FL16107 R11 AE CBPC 130214-A pdf
doors with optional impact -resistant glazing are Impact-
Created by Independent Third Party: No
resistant (large missile Impact).
16107.22
22 W6-09 DSIE-1F171: 4400, 4401,
Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior
4301, 4300, 4301, 4310, HOG,
skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W6
HDGL, HDGF, 66, 66G, 67, 67G, 68,
Garage Door with Optional Impact -Resistant Lites
SP200, SF200, SE200, 6200, 6201,
6203
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16107 RSS II 101526-A-Rev20 signed pdf
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF
Evaluation Reports
Other: Max, Wind Speed (V_ult): 170 MPH. Solid doors or
FL16107 Rll AE CBPC 130214-A pQ
doors with optional Impact -resistant glazing are impact-
Created by Independent Third Party: No
resistant (large missile Impact).
16107.23
23 W6-09 DSIE-1F171: 4400, 4401,
Double -skin Insulated EPS (exterior skin 27 ga. min.; interior
4300, 4301, 4310, HOG, HDGL,
skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W6
HDGF, 66, 66G, 67, 67G, 68, SP200,
Garage Door
SF200, SE200, 6200, 6201, 6203
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16107 RSl II 101526-B-Rev20 signed.pdf
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF
Evaluation Reports
Other: Doors with standard glazing meet the wind load
FL16107 Rll AE CBPC 130214-A.pdf
requirements_of the building code but DO NOT meet the impact
Created by Independent Third Party: No
_.. _
-wesisEant requirement for windborne debris regions.
16107.24
24 W6-09 PAN -2F153: 84A, 94, 73,
Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide)
75, 1500, 190, 4RST, 4RSF, 4F,
WINDCODE® W6 Garage Door with Optional Impact -Resistant
6RST, 6RSF, 48, 42, 55, 48B, 42B,
Lites
_...
555, GOSS, GDSSV, GRSS, GRSSV,
AR5S,ARSSV,ED5S,ED55V
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16107 Rll II 101348-A-Revl7-signn>te�df
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF
Evaluation Reports
Other: Max. Wind Speed (V_uit): 170 MPH. Solid doors or
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February 14, 2013 (Revised 8/10/17)
Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6
through W8
I have evaluated the wind load door designs as shown on the drawings listed below. I
have reviewed the test reports, which were generated by accredited independent
laboratories as required by the relevant Florida Administrative Rule, the engineering
rational analysis, and the product drawings. The test reports are listed below. Assembly
testing was conducted by American Test Lab North Carolina. Component testing was
conducted by HETI and ETC.
For the doors listed in Tables 1 through 5, Static Pressure Tests were conducted in
accordance with TAS 202-1994, ASTM -E330-2002 and ANSI/DASMA 108-2005. Missile
Impact and Cyclic Pressure Tests were conducted in accordance with TAS 2011994
and TAS 203-1994 and ASTM E1886-2005 and ASTM E1996-2009 and ANSI/DASMA
115-2005, The pressures listed on the drawings are either direct results of these tests
or results obtained through engineering rational analysis based on actual tests. I have
concluded that the door designs listed below In Tables 1 through 5 are in compliance
with these High Velocity Hurricane Zone test requirements of the Florida Building Code
and therefore are qualified as Impact -resistant assemblies (large missile impact).
TABLE 1' Drawings for doors with Manufacturing Product Code (^MPC) PAN -2F15
101348-A-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF (design log )
TABLE 2• Drawings for ig Product Code (MPC) PAN 2F156'
101348-A-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load)
TABLE 3' Drawings for doors with Manufacturing Product Codo MPC) DSIC i.F171:
101526-A-Rev20, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load)
TABLE 4: Draw ng ff t oJ_s )1 MaCLti ltr_jng Product Code (MPC) DSIU 1F171,
104778-Itev03, max. dor size 16'2" x 16'0"; +46/-52 PSF (design load)
, max. door size 1612" x 16'0"; +38/-42 PSF tgesign
max. door size 16'2" x 16'0"; 4•46/-52 PsF (design to
For the doors in Tables 6 through 9, Static Pressure Tests were conducted In
accordance with ASTM -E330-2002 and ANSI/DASMA 108-2005, The pressures listed on
the drawings are either direct results of these tests or results obtained through
engineering rational analysis based on actual tests. I have concluded that the door
designs listed below in Tables 6 through 9 are in compliance with these test
requirements of the Florida Building Code,
TABLI��I:D9s or doors with_Manufacturing p �2d5Lci ode (MPC) PAN -2F153:
101348-B-Rev17, mafx.�oor size 9'0"' x 16`0'; +38/-44 PSF (design load)
PAGE 1 or 3 FILE: CBPC_130214-A.3
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W6 -- W8
TABLE 7• Drawings for doors with Manufacturing Product Code (MPS) PAN -2F156:
10].348-8-Rev17, max, door size 9'0"" x 16'0"; r38/-44 PSF (design load)
TABLE 8 Drawings for doors with Manufacturing Product Cade (MPC) DSIE 1F17)
101526-B-Rev20, max. door size 9'0"" x 16'0"; +38/-44 PSF (design loadd)
TABLE 9:_QXAw(O.gs for doors with Manufacturing Prod Code (MPC) DSIE-1F471'
104785-8-Rev03, max, door size 1.6'2" x 16'0"; +38/-42 PSF- (design load)
Test Reports;
ATL -0107,01-13 (2/20/13), ATL -1206,01-12 (1/23/13), ATL -0801,01-12 (8/15/12),
ATL -0827,01-12 (10/9/12), ATL -0115,01-13R (3/18/13), ATL -0117,01-13R (3/18/13).
These reports document compliance with the TAS testing standards and are signed and
sealed by David Johnson, FL PE 61915.
Product Description for doors with MPC PAN -2F153:
These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019")
skins. The steel skin is at least G40 DDS per ASTM A653, The maximum section height
is 21". These doors may have optional Impact -Resistant Glazing (Molded). Optional
Impact -Resistant Glazing is a one-piece injection -molded front frame and glazing. The
following models are at least structurally equivalent to the tested door: 84A, 94, 98,
73, 75, 1500, 190, 4RST, 4F, 4RSF, 6RST, 6RSF, 48, 48B, 42, 42B, 55, 55S, GDSS,
GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV, Not all models may be shown on a
given drawing.
Product Description for doors with MPC PAN -2F156:
These doors consist of 2" thick steel pan sections with min, 25 ga, (0.019")
skins. The steel skin is at least G40 DDS per ASTM A653. Sections may have 1-5/16"
insulation captured in the cavity of the pan section. The maximum section height is
21". These doors may have optional Impact -Resistant Glazing (Molded). Optional
Impact• -Resistant Glazing is a one-piece Injection -molded front frame and glazing. The
following models are at least structurally equivalent to the tested door: 76, 76V, 2RST.
Not all models may be shown on a given drawing.
Product Description for doors with MPC DSIE-1F171:
These doors consist of 2" double -skin insulated sections with an EPS core
laminated to both skins. Both Inner and outer skins are min. 27 ga, (0.016") G40 DDS
per ASTM A653. The maximum section height Is 21". These doors may have optional
Impact -Resistant Glazing (Molded). Optional Impact -Resistant Glazing is a one-piece
injection -molded front frame and glazing. The following models are at least structurally
equivalent to the tested door; 4300, 4301, 4310, HDG, HDGL, IIDGF, 66, 66G, 67,
67G, 68, 6200, 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a
given drawing.
PCoduct Description for doors with MPC DSIU-IF171:
These doors consist of 2" double -skin Insulated sections with polyurethane
insulation foamed in place between both skins. Both inner and outer skins are min. 27
ga. (0.016") G40 DPS per ASTM A653. The maximum section height Is 21". These
doors may have optional Impact -Resistant Glazing (Molded). Optional Impact -Resistant
Glazing Is a one-piece Injection -molded front frame and glazing. The following models
are at least structurally equivalent to the tested door: HDP20, HDPF20, I-IDPL20, 7200,
PAGE 2 OF 3 HLE: CBPC_130214^A.3
EVALUATION REPORT POB CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL. GARAGE DOORS, W6 - W8
7201, 7203, 82001 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a
given drawing.
Product Description for doors wftlT MPC D$ s
These doors consist of 2" double -skin insulated sections with an EPS core
laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS
per ASTM A653, The maximum section height is 24". These doors may have optional
Impact -Resistant Glazing (Aluminum), Optional Impact -Resistant Glazing is an
aluminum front frame and a separate polycarbonate glazing. The following models are
at least structurally equivalent to the tested door: GD2SP, GR2SP, GD2LP, GR2LP,
AR2SP, AR21_P, ED2SP, ED21_P, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205,
SFR68, Not all models may be shown on a given drawing.
Impact Resistant Glazing (Molded):
The optional impact resistant glazing is an Injection -molded polycarbonate front
frame and glazing (GE LEXAN SLX2432T) that Is an approved C1 plastic in accordance
with testing required by FBC-B 2612. Approval based on review of the following tests:
HETI-06-AO02 ASTM G155; HETI-06-T566 ASTM D638 (before); HETI-06-T634 ASTM
D638 (after); ETC -06-1024-17496.0 ASTM D2843, ASTM D635, ASTM D1929,
Impact Resistant Glazing (Aluminum):
The optional Impact resistant glazing is an aluminum front frame and a separate
polycarbonate glazing that is an approved C1 plastic in accordance with testing
required by FBC-B 2612. Approved polycarbonate materials are Sabic IP Lexan 9034
(versions also approved: MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355)
and Bayer Makrolon GP (versions also approved: SL, AR, 15). Approval based on
review of NOA 13-0717,01 (Sabic IP, exp, 7/17/18) and NOA 12-0605,05 (Bayer, exp.
8/27/17).
Limitations:
The drawing(s) cited above are an explicit part of this evaluation report. The
text of this report does not attempt to address all design details and relies on the
Illustrations and text of these drawings as well.
Jambs, lintels, sills or other structural elements required to prepare openings
are not covered. The design of the supporting structural elements shall be the
responsibility of the professional of record for the building or structure and in
accordance with current building codes for the loads listed on the drawing(s) referenced
above.
Installation requirements per the relevant Florida Administrative Rule, including
attachments, are detailed on the drawing(s) listed above. Installation must be In
accordance with manufacturer's installation Instructions and must be as shown on the
drawing(s) listed above, The manufacturer's licensed design professional listed on the
drawing(s) has reviewed the attachment details and Installation requirements,
Signature:
Scott Hamilton, P. E.
Florida P. E. No. 63286
Date:
PAGe 3 OF 3
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FILE: CBM__130214-A.3