HomeMy WebLinkAboutSUBMITTED PAPERS`— Permit Number:
St. Lucie County
Building & Zoning Department
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-1553
BY
SCANNED
St. Lucie Co
APPLICATION FOR REPLACEMENT OF unty
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DQORS / ,
,,
SEE REVERSE SIDE FOR INSTRUCTIONS SATE: V
1. LOCATION/SITE ADDRESS: 6 c?-O(o tr re-e
2. PARCEL ID NUMBER: 131)1-66q
3. ESCRIPTION OF PROJECT OR WORK ACTIVITY: c1 ® ! , / � � L�(J( -k
CA An fC 6i ra
4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER
5. OWNERS 74FORMATION
Name: l�1 CYO n G /I'i . oe Ig %'
Address: (000P Ern w
City:C%CL State:
Zip: 3 f9J i Phone: 7 a " f&
6. CONTRACTOR'S INFORMATION
FL Reg/Cert #:
County Cert #:
Business Name: r3 al- .
21//3
Windows, Swing Doors,
Skylights, Fixed Glass
Opening Design Pressure
A.S.C.E - 7
Design
Pressure
Product
Manufacture
Model #
Method of Attachment #
Florida Product Approval #
120 mph
1130 mph
140 mph
Windows & Skylights
Exposure B
Exposure C
Overhead Garage Doors
< 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2)
70
B- Size j v 7
73U4
4 C_.x:�!,t/ �"A
C- Size
7. VALUE OF CONSTRUCTION: $ jclyJ FEES DUE:
RECEIPT:
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in
compliance with all applicable laws regulating 1nstrustion and zoning.
� '
PRINT QUALIFIERS/OWNERS NAME SIGMA UR F QUALIFIER/OWNER
STATE OF FLORIDA, COUNTY OF Jam— Q
ACKNOWLEDGED BEFORE ME THIS DAY OF U C , 20-IZBY WIIO IS P SONALLY KNOWN T ME OR WHO
HAS PRODUCED AS IDENTIFICATION.
� ��Wen L.
GNATURE OF N ' ARY TYPE OR PRINT NAME OF NOTARY
TITLE 'NOTARY PUBLIC COMMISSION NUMBER r�- 2 V n NT
•'"• 4' E3;J IP° 1:��16U'
c:=z kr17,2014
Y rl.r�mr..Pi:;rr�:i:-�-
E r v�'L " .io, ,, irk � + CJ.
Property Appraiser - St.Lucie f"111..nty, FL
1
3
Page 1 of 1
Katherine M Bruneau
Record: 1 of 1
Property Identification
Site Address:
6206 Emerson Av
Sec/Town/Range:
02 :34S :39E
Map ID:
13/02S
Zoning:
RS-4
Ownership and Mailing
Owner: Katherine M Bruneau
Address: 6206 Emerson Ave
Fort Pierce FL 34951
PROPERTY RECORD CARD
"Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
ParcellD: 1301-609-0055-000-6 �, -•�G2
Account #: 2307 y�
Land Use: SF Res
City/Cnty: St Lucie County
Legal Description
LAKEWOOD PARK -UNIT 8-A- BLK 5 LOT 11 (MAP 13/02S) (OR 1305-
2199)
Sales Information
Assessment 2011 Final
Total Land and Building
Date Price Code
Deed Book/Page 2011 Final:
77200
Land Value: 13400 Acres: 0.27
6/8/2000 122500 02
WD 1305 / 2199 Assessed:
77200
Building Value: 63800
2/1/1976 52000 00
CV 0248 / 2238 Ag.Credit:
0
Finished Area: 2188 SgFt
Exempt:
50000
Taxable:
27200
Taxes:
750.36
BUILDING INFORMATION
Exterior Features
View:
-
RoofCover:
FS - Fibrglss Shg
RoofStruct:
GA - Gable
ExtType:
HD+ - HD+
YearBlt:
1974
Frame:
-
Grade:
D+ - D+
EffYrBlt:
1974
PrimeWall:
BS - CB Stucco
StoryHght:
0010 -1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms:
3
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath:
2
HeatType:
FHA - FrcdHotAir
AvgHUFI:
STD
1/213ath:
0
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special Features and
Yard Items
Land Information
Type
Y/S Qty. Units
Qual. Cond.
YrBlt. No. Land Use
Type
Measure Depth
DWC - Driv-Concret
Y 1 765
AV AV
1974 1 0100-SF Res
LFI -Front Ft
89 130
THIS INFORMATION IS BELIEVED TO BE
CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS
NOT WARRANTED.
http://www.paslc.org/paslc/prc.asp?prclid=130160900550006 6/6/2012
Florida Building Code Online .
Page 1 of 1
Florida BCIS Home I Log In User Registration Hot Topics 1 Submit Surcharge : Stats & Facts 1 Publications j FBCStaff 1 BCIS Site Map Links Search
Business low � 91Zo
Professi '�I ,� pER: uti cUApproval
ser FZ_
Regulation 37 7
Product Approval Menu > Product or Application Search > Application List 14 /
Search Criteria
Refine Search
Code Version
2010
FL#
15279
Application Type
ALL
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ALL
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ALL
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ALL
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ALL
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ALL
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ALL
Quality Assurance Entity Contract Expired
ALL
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Approved for use in HVHZ
ALL
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ALL
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ALL
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ISearch Results - Annlications
FL#
Tvoe
Manufacturer
lopay Building Products Compan=Assemblies
Validated By
Gary Pfuehlerategory:
Status
"Nubcategory:
Exterior Doors
��
Sectional Exterior Door
I*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not
send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web
accessibility, please contact our Web Master at webmaster(,)dbor.state.0.us.
Product Approval Accepts:
5
ct ea-tSeArFE
�FILE COPY
http://floridabuilding.org/pr/P _app_lst.aspx 6/6/2012
Florida Building Code Online
a
Page 1 of 6
r a
Florida Departments` BCIS Home Log In. i; User Registration Hot Topics Submit Surcharge Stats &Facts (Publications FBC Staff c BCIS Site Map I Links Search I
Busines 4-rAroessi -alProductApproval
ser
Regulation
Product Approval Menu > Product or Application Search > Application List > Application Detail
pi FL # FL15279
Application Type New
Code Version 2010
Application Status Approved
*Approved by DCA. Approvals by DCA shall be reviewed and .
ratified by the POC and/or the Commission if necessary.
Comments
Archived El
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason, OH 45040
(513)710-6062
mwesterfield@clopay.com
Authorized Signature Scott Hamilton
shamliton@clopay.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency
Intertek Testing Services NA Inc. - ETL/Warnock Hersey
Validated By
Gary Pfuehler
ice; Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard)
Standard
Year
ANSI/DASMA 108
2005
ANSI/bASMA 115
2005
ASTM E1886
2002
ASTM E1996
2002
ASTM E330
2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15279 RO Eauiv 20120306 - FBC - DASMA 115 eouiv.pdf
http://floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgv3yV VKJZ 1 QRAbbA... 6/6/2012
Florida Building Code Online r
Page 2 of 6
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option A
03/02/2012
03/12/2012
03/14/2012
Summary of Products
Go to Page €6 0 0 Page 6/ 7 0 0
FL #
IModel, Number or Name 11113escriDtion
1 W6-16 PAN-2F153: 73, 75,
Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide)
r279.101
94, 42, 48, 42B, 48B, 4RST,
EST,
WINDCODE@ W6 Garage Door with Optional Impact -
S GDSS, GR5S, ARSS, EDSS IlResistant
Lites
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15279 RO C CAC Letter with proof of contract and
Droof of insoection.odf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL15279 RO C CAC W6 Listing Intertek.pdf
Design Pressure: +37 PSF/-41 PSF
Quality Assurance Contract Expiration Date
Other: Solid doors (no standard glazing) or doors with
05/21/2028
optional impact -resistant standard glazing are impact-
Installation Instructions
resistant (large missile impact).
FL15279 RO II 101539-A-Revl3.pdf
Verified By: Intertek Testing Services NA Inc. -
ETL/Warnock Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.102 102 W6-16 PAN-21F153: 73, 75,
Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide)
84A, 94, 42, 48, 42B, 48B, 4RST,
�]611ST,
WINDCODE@ W6 Garage Door
GD5S, GR5S, AR5S, ED5S
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15279 RO C CAC Letter with proof of contract and
groof of insoection.odf
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL15279 RO C CAC W6 Listing Intertek.pdf
Design Pressure: +37 PSF/-41 PSF
Quality Assurance Contract Expiration Date
Other: The standard glazing available for this product
05/21/2028
meets the wind load requirements of the building code
Installation Instructions
but DOES NOT meet the Impact resistant requirement for
FL15279 RO II 101539-13-Revi3.pdf
windborne debris regions.
Verified By: Intertek Testing Services NA Inc. -
EfL/Warnock Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.103
103 W6-16 PAN-2F156: 76, 2RST
Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide)
WINDCODE8 W6 Garage Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15279 RO C CAC Letter with proof of contract and
proof of inspection.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL15279 RO C CAC W6 Listing Intertek.pdf
Design Pressure: +37 PSF/-41 PSF
Quality Assurance Contract Expiration Date
Other: Solid doors (no standard glazing) are Impact-
05/21/2028
resistant (large missile impact).
Installation Instructions
FL15279 RO II 101539-A-Rev13.ndf
Verified By: Intertek Testing Services NA Inc. -
ETL/Warnock Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.104 104 W6-16 PAN-21F443: G4S,
Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.)
GS4, GD4S, GR4S, G4SV, GS4V,
Double -Car (9'2" to 16'2" wide) WINDCODE@ W6
GD4SV, GR4SV, E4S, ED4S,
Garage Door
E4SV, ED4SV, SS4, AR4S, SS4V,
AR4SV
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15279 RO C CAC Letter with proof of contract and
proof of inspection.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL15279 RO C CAC W6 Listing Intertek.pdf
Design Pressure: +37 PSF/-41 PSF
Quality Assurance Contract Expiration Date
Other: Solid doors (no standard glazing) are impact-
05/21/2028
resistant (large missile Impact).
Installation Instructions
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 QRAbbA... 6/6/2012
Florida Building Code Online
Page 3 of 6
FL15279 RO II 103489-A-RevO6.odf
Verified By: Intertek Testing Services NA Inc. -
ETL/Warnock Hersey
Created by Independent Third Party:
-
Evaluation Reports
Created by Independent Third Party:
15279.105 105 W6-16 PAN-2F443: G4S,
Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.)
GS4, GD4S, GR4S, G4SV, GS4V,
Double -Car (9'2" to 16'2" wide) WINDCODE® W6
GD4SV, GR4SV, E4S, ED4S,
Garage Door
E4SV, ED4SV, SS4, AR4S, SS4V,
AR4SV
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15279 RO C CAC Letter with proof of contract and
proof of insoection.odf
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL15279 RO C CAC W6 Listino Intertek.odf
Design Pressure: +37 PSF/-41 PSF
Quality Assurance Contract Expiration Date
Other: The standard glazing available for this product
05/21/2028
meets the wind load requirements of the building code
Installation Instructions
but DOES NOT meet the impact resistant requirement for
FL15279 RO II 103489-B-RevO6.1)df
windborne debris regions.
Verified By: Intertek Testing Services NA Inc. -
ETL/Warnock Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.106 106 W6-16 PAN-2F446: G4L,
Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.)
GL4, GD4L, GR4L, G4LV, GL4V,
Double -Car (9'2" to 16'2" wide) WINDCODE@ W6
GD4LV, GR4LV, E4L, ED4L, E4LV,
Garage Door
ED4LV, SL4, AR4L, SL4V, AR4LV
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15279 RO C CAC Letter with Droof of contract and
proof of inspection.pcif
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL15279 RO C CAC W6 Listing Intertek.pdf
Design Pressure: +37 PSF/-41 PSF
Quality Assurance Contract Expiration Date
Other: The standard glazing available for this product
05/21/2028
meets the wind load requirements of the building code
Installation Instructions
but DOES NOT meet the impact resistant requirement for
FL15279 RO II 103489-B-RevO6.pdf
windborne debris regions.
Verified By: Intertek Testing Services NA Inc. -
ETL/Warnock Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.107 107 W6-16 PAN-2F446: G4L,
Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.)
GL4, GD4L, GR4L, G4LV, GL4V,
Double -Car (9'2" to 16'2" wide) WINDCODE@ W6
GD4LV, GR4LV, E4L, ED4L, E4LV,
Garage Door
ED4LV, SL4, AR4L, SL4V, AR4LV
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15279 RO C CAC Letter with proof of contract and
proof of inspection.odf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL15279 RO C CAC W6 Listina Intertek.pdf
Design Pressure: +37 PSF/-41 PSF
Quality Assurance Contract Expiration Date
Other: Solid doors (no standard glazing) are impact-
05/21/2028
resistant (large missile impact).
Installation Instructions
FL15279 RO II 103489-A-RevO6.Ddf
Verified By: Intertek Testing Services NA Inc. -
ETL/Warnock Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.108
108 W6-16 SPO-21F449: Grand
Steel Pan (min. 24 ga.) with Overlay Double -Car (9'2" to
Harbor, Stone Manor
16'2" wide) WINDCODE@ W6 Garage Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15279 RO C CAC Letter with proof of contract and
proof of inspection.odf
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL15279 RO C CAC W6 Listina Intertek.pdf
Design Pressure: +37 PSF/-37 PSF
Quality Assurance Contract Expiration Date
Other: The standard glazing available for this product
05/21/2028
meets the wind load requirements of the building code
Installation Instructions
but DOES NOT meet the impact resistant requirement for
FL15279 RO II 103555-B-Rev05.pdf
windborne debris regions.
Verified By: Intertek Testing Services NA Inc. -
ETL/Warnock Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.109 109 W6-16 SPO-2F499: Grand
Steel Pan (min. 24 ga.) with Overlay Double -Car (9'2" to
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZl QRAbbA... 6/6/2012
Florida Building Code Online ,-"\
Page 4 of 6
IlHarbor, Stone Manor
I116'2" wide) WINDCODE@ W6 Garage Door
Limits of Use .
Certification Agency Certificate
Approved for use in HVHZ: No
FL15279 RO C CAC Letter with proof of contract and
proof of inspection.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL15279 RO C CAC W6 Listing Intertek.pdf
Quality Assurance Contract Expiration Date
Design Pressure: +37 PSF/-37 PSF
Other: Solid doors (no standard glazing) are impact-
05/21/2028
resistant (large missile Impact).
Installation Instructions
FL15279 RO II 103555-A-RevO5.pdf
Verified By: Intertek Testing Services NA Inc. -
ETL/Warnock Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.110 110 W6-18 DSIE-IF171: 4300,
Double -skin Insulated EPS (exterior skin 27 ga. min.;
4301, 4310, 4400, 4401, HDG,
interior skin 27 ga. min.) 16'4" to 187' wide
HDGL, HDGF, 66, 66G, 67, 67G,
WINDCODE® W6 Garage Door with Optional Impact-
68, SP200, SF200, SE200, 6200,
Resistant Lites
6201, 6203
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15279 RO C CAC Letter with proof of contract and
proof of inspection.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL15279 RO C CAC W6 Listing Intertek.pdf
Design Pressure: +37 PSF/-37 PSF
Quality Assurance Contract Expiration Date
Other: Solid doors (no standard glazing) or doors with
05/21/2028
optional impact -resistant standard glazing are impact-
Installation Instructions
resistant (large missile impact).
FL15279 RO II 101487-A-Revl6.pdf
Verified By: Intertek Testing Services NA Inc. -
ETL/Warnock Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.111 111 W6-18 DSIE-1F171: 4300,
Double -skin Insulated EPS (exterior skin 27 ga. min.;
4301, 4310, 4400, 4401, HDG,
interior skin 27 ga. min.) 16'4" to 18'2" wide
HDGL, HDGF, 66, 66G, 67, 67G,
WINDCODE® W6 Garage Door
68, SP200, SF200, SE200, 6200,
6201, 6203
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15279 RO C CAC Letter with proof of contract and
proof of inspection.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL15279 RO C CAC W6 Listing Intertek.pdf
Design Pressure: +37 PSF/-37 PSF
Quality Assurance Contract Expiration Date
Other: The standard glazing available for this product
05/21/2028
meets the wind load requirements of the building code
Installation Instructions
but DOES NOT meet the impact resistant requirement for
FL15279 RO II 101487-B-Revl6.pdf
windborne debris regions.
Verified By: Intertek Testing Services NA Inc. -
ETL/Warnock Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.112 112 W6-18 DSIE-SF471: GD2SP,
Gallery/Artistry/Expressions: Doubie-skin Insulated EPS
GR2SP, GD2LP, GR21_P, AR2SP,
(exterior skin 27 ga. min.; interior skin 27 ga. min.)
AR2LP, ED2SP, ED21_P
Double -Car (16'4" up to 18'2" wide) WINDCODE@ W6
Garage Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15279 RO C CAC Letter with proof of contract and
proof of inspection.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL15279 RO C CAC W6 Listing Intertek.pdf
Design Pressure: +37 PSF/-37 PSF
Quality Assurance Contract Expiration Date
Other: Solid doors (no standard glazing) are impact-
05/21/2028
resistant (large missile Impact).
Installation Instructions
FL15279 RO II 104013-RevO2.pdf
Verified By: Intertek Testing Services NA Inc. -
ETL/Warnock Hersey
Created by Independent Third Party:
Evaluation Reports .
Created by Independent Third Party:
15279.113 113 W6-18 DSIEO-IM479:
Double Skin Insulated EPS (exterior skin 27 ga. min.;
Coachman/Settlers/Affinity
��to
Interior skin 27ga. min.) with Overlay Double -Car (16'4"
18'2" wide) WINDCODE@ W6 Garage Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15279 RO C CAC Letter with proof of contract and
proof of inspection.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL15279 RO C CAC W6 Listina Intertek.pdf
http://floridabuilding.org/pr/P_app_dti.aspx?param=wGEVXQwtDgv3yVVKJZ1QRAbbA... 6/6/2012
Florida Building Code Online .r
1
Page 5 of 6
Design Pressure: +37 PSF/-37 PSF
Quality Assurance Contract Expiration Date
Other: Solid doors (no standard glazing) are impact-
05/21/2028
resistant (large missile Impact).
Installation Instructions
FL15279 RO II 103519-RevO4.pdf
Verified By: Intertek Testing Services NA Inc. -
ETL/Warnock Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.114 114 W6-18 DSIU-1F171: 9200,
Double skin Insulated PUR (exterior skin 27 ga. min.;
9201, 9203, HDP20, HDPF20,
interior skin 27 ga. min.) 16'4" to 18'2" wide
HDPL20, 7200, 7201, 7203,
WINDCODE@ W6 Garage Door with Optional Impact-
8200, 8201, 8203
Resistant Lites
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15279 RO C CAC Letter with proof of contract and
proof of Inspection.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL15279 RO C CAC W6 Listing Intertek.pdf
Quality Assurance Contract Expiration Date
Design Pressure: +37 PSF/-37 PSF
Other: Solid doors (no standard glazing) or doors with
05/21/2028
optional impact -resistant standard glazing are Impact-
Installation Instructions
resistant (large missile impact).
FL15279 RO II 104261-A-RevOl.pdf
Verified By: Intertek Testing Services NA Inc. -
ETL/Warnock Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.115 115 W6-18 DSIU-1F171: 9200,
Double-skin.Insulated PUR (exterior skin.27 ga. min.;
9201, 9203, HDP20, HDPF20,
interior skin 27 ga. min.) 16'4" to 18'2" wide
HDPL20, 7200, 7201, 7203,
WINDCODE® W6 Garage Door
8200, 8201; 8203
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15279 RO C CAC Letter with proof of contract and
proof of inspection.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL15279 RO C CAC W6 Listing Intertek.ndf
Design Pressure: +37 PSF/-37 PSF
Quality Assurance Contract Expiration Date
Other: The standard glazing available for this product
05/21/2028
meets the wind load requirements of the building code
Installation Instructions
but DOES NOT meet the impact resistant requirement for
FL15279 RO II 104261-B-Rev0l.pdf
windborne debris regions.
Verified By:,Intertek Testing Services NA Inc. -
ETL/Warnock Hersey .
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.116 116 W6-18 DSIUO-11<479:
Double Skin Insulated PUR (exterior skin 27 ga. min.;
Canyon Ridge/Brookstone
interior skin 27ga. min.) with Overlay WINDCODEp W6
Garage Door 16'4" to 18'2" wide
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15279 RO C CAC Letter with proof of contract and
proof of inspection.ndf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL15279 RO C CAC W6 Listing Intertek.pdf
Design Pressure: +37 PSF/-37 PSF
Quality Assurance Contract Expiration Date
Other: Solid doors (no standard glazing) are impact-
05/21/2028
resistant (large missile impact).
Installation Instructions
FL15279 RO II 104267-RevO2.pdf
Verified By: Intertek Testing Services NA Inc. -
ETL/Warnock Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.117 117 W6-18 PAN-2F143: 84A, 94,
Steel Pan'(m(n. 24 ga.) Double -Car (16'4" to 18'2" wide)
48, 48B, 4RST
WINDCODE@ W6 Garage Door with Optional Impact-
IResistant Lites
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15279 RO C CAC Letter with proof of contract and
proof of ins ection. df
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FLIS279 RO C CAC W6 Listing Intertek.pdf
Design Pressure: +37 PSF/-39 PSF
Quality Assurance Contract Expiration Date
Other: Solid doors (no standard glazing) or doors with
05/21/2028
optional impact -resistant standard glazing are impact-
Installation Instructions
resistant (large missile Impact).
FL15279 RO II 101485-A-Revl4.pdf
Verified By: Intertek Testing Services NA Inc. -
ETL/Warnock Hersey
Created by Independent Third Party:
Evaluation Reports
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZl QRAbbA... 6/6/2012
Florida Building Code Online
Page 6 of 6
�I Created by Independent Third Party:
15279.118
118 W6-18 PAN-2F143: 84A, 94,
Steel Pan (min. 24 ga.) Double -Car (16'4" to 18'2" wide)
48, 48B, 4RST
JWINDCODE@ W6 Garage Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15279 RO C CAC Letter with oroof of contract and
proof of insoection.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL15279 RO C CAC W6 Listing Intertek.pdf
Quality Assurance -Contract Expiration Date
Design Pressure: +37 PSF/-39 PSF
Other: The standard glazing available for this product
05/21/2028
meets the wind load requirements of the building code
Installation Instructions
but DOES NOT meet the Impact resistant requirement for
FL15279 RO II 101485-B-Revl4.1)df
windborne debris regions.
Verified By: Intertek Testing Services NA Inc. -
ETL/Warnock Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.119 119 W6-18 PAN-21F153: 73, 75,
Steel an (min. 25 ga.) Double -Car (16'4" to 187' wide)
84A, 94, 42, 48, 42B, 48B, 4RST,
WINDCODE@ W6 Garage Door with Optional Impact-
6RST, GD55, GR5S, ARSS, ED55
Resistant Lites
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FI-15279 RO C CAC Letter with proof of contract and
proof of insoection.Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL15279 RO C. CAC W6 Listing Intertek.pdf
Design Pressure: +37 PSF/-37 PSF
Quality Assurance Contract Expiration Date
Other: Solid doors (no standard glazing) or doors with
05/21/2028
optional impact -resistant standard glazing are impact-
Installation Instructions
resistant (large missile Impact).
FL15279 RO II 101485-A-Rev14.pdf
Verified By: Intertek Testing Services NA Inc. -
ETL/Warnock Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.120 120 W6-18 PAN-21F153: 73, 75,
Steel Pan (min. 25 ga.) Double -Car (16'4" to 18'2" wide)
84A, 94, 42, 48, 42B, 48B, 4RST,
�6RST,
WINDCODE@ W6 Garage Door
GD5S, GR5S, A115S, ED5S
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15279 RO C CAC Letter with Droof of contract and
proof of ins ection. df
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL15279 RO C CAC W6 Listina Intertek.pdf
Design Pressure: +37 PSF/-37 PSF
Quality Assurance Contract Expiration Date
Other: The standard glazing available for this product
05/21/2028
meets the wind load requirements of the building code
Installation Instructions
but DOES NOT meet the Impact resistant requirement for
FL15279 RO II 101485-B-Revl4.1)df
windborne debris regions.
Verified By: Intertek Testing Services NA Inc. -
ETL/Warnock Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Go to Page 16 ' Page 6 / 7
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Contact Us :: 1946 North Monroe Street. Tallahassee FL 32399 Phone:.850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement ::'Refund Statement
Under Florida law, a -mall addresses are public records. If you do not want your a -mail address released in response to a public -records request, do not
send electronic mail -to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web
accessibility, please contact our Web Master at webmast?r@dbor.state.fl.us.
Product Approval Accepts:
IWMT3_1 d ECF-Ra M
Gre ,I SCArFd
http://floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRAbbA... 6/6/2012
lNA H n, n W ro — • law Ta f02• T YEfAdL/
mrwlT3• TI 0- 3 a
nNe µ Tw w�.o SCREWS
4TY TO 1— a
12'6' m l�v 9 D 1/4'x3/4' SE1F
• - 1� w a Rlml 14•]• 90 •9' 0 o YY_N. SCREWS TO ISD
11
DOS M16 NAx SECTS! 1EIDIP BI'
�� p G 14 G ENO HINGE 1B I •••�` •m • HI ••^
DORY Gam. m.4 1'1�-'� VIEWG_
ONE INTERMEDIATE STILE BETWEEN EACH
OPTIONAL GLAZING MAY BE STANDARD OR
EMBOSS LOCATION, ATTACHED W/
IMPACT RESISTANT GLAZING. SEE SECTION
TOG=L-LOC (TOP k SOT) AND URETHANE
B-B FOR DETAILS.
ADHESIVE (ALONG CENTER).
MAX. STANDARD SIZE IS
IMPACT RESISTANT GLAZING IS
A
21-5/8k14-1/8'. 16 GA. END STILES ATTACHED TO DOOR
SKIN WITH PATENTED TOG-L-LOC SYSTEM
(TOP. BOTTOM Ec CENTER).
20 GA GALV. DOUBLE END STILES
ATTACHED TO TOP AND BOTTOM RAIL
WITH PATENTED TOG-L-LOC SYSTEM.
��IIIII�VIF-II!Iu�
�III!
I!
lm�ftft K k
1
�1111�'1__
-
r
I .�
MM�h�r�yr��rL�r.
ICI
�r�lil�MM
ENIENT
a ;.1•
VERTICAL JAMB ATTAGHMEM (WOOD FRAME BLRLOINGST:
3/8'x3- LAG SCREWS ON 22- CENTERS. 1-1/8- O.D WASHER REQUIRED. LAG
SCREWS •MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH
MOUNTING SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
VERTICAL JAMB ATTACHMENT (G-o0 BLOCK OR 2.000 PSI MIN. CONORETE COLUMN)•
3/8'x3' SLEEVE IWCHOR BOLTS ON 13' CENTERS (2.000 PSI MIN. CONCRETE.
WASHERS INCLUDED WITH SLEEVE ANCHORS.
OR
1/4-x3- TAPCON SCREWS ON 11' CENTERS (2,000 PSI MIN. CONCRETE) OR 6'
CENTERS (C-90 BLOCK). 1' O.D. WASHERS REQUIRED WITH TAPCONS.
ANCHORS MAY BE COUNTERSUNK (BLOT NOT REQUIRED) TO PROVIDE A FLUSH
MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
OTHER JAMB CONFIGURATIONS: REFER TO DASMA TDS-161. A LICENSED DESIGN
PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS
AND/OR JAMB CONFIGURATIONS.
SECTION R-B IMPACT-RESISTANTT IG1AN� 1
�R W �cml.o® iwa a Avel
esl`ioem®a
tw n.v�ir,aia.—,eicm
DNAWING POI ABS•B
NWe NM ,aa ms
�uo Aauv�rusc m
PP. aa�a M Ir/aeA m
SECTION A —A (SIDE VIEW)
6' C-QVNNFl 2' t
AT� EACH C-CIWOEL
ATTACH ONE e'Q-I 4'a12 G SIEEEL
PLATE ro THE OF DIE
TILE C-CNAMEL MR1 4 1/4 d/4•
SELF TAPPING SCREWS
MFW Y
SHIP IAP
6•
�'�-I
TNL C-CHANNEL
16 G GN.V. STEEL
25 G ON.
S,FFl
GILVANmNG, BA PRYfEXTERIOR SM �R AND A
NCOAT
1DO am SSOESOF NSTEELm MN.
JAMB CONFIGURATION
SECTION C—C
PREPARATION OF JAMBS BY OTHERS.
(FAD) SAE)- - STOP MODU O BY DOOR INSTALLER CIO SAT)
I• DOOR *Aj.=
2d YEt10a PINE JAYS
18 G GLv. STEEL END STILE
P , Ili
20 G GALV. SIEY
15 GA. rLLv. STEEL12
G —V. SL 1RICKaADa,sFASTENED
ro 00 JAID
RN 5/tek13/B•SCREW`1/1Y
18G GALV. NODE. EACH
ROUDHINGE FASTENED TO STILES
NDT TD E%CFF14'O.0
`6 NSTA= VA
ITM (4) /14x5/8' SHEET
ROLLER SHAFT. METAL SCREWS
2• CAW. STEEL TRVX FANED TO
14 G GALV. STEEL END HINGE FASTENED TO END
12TR ATfICEO roEOSTEM TRACK �
STLE9 W/(4)FMJI /14d/8' SHEEP PETAL SDtESNRI
ONE 1/TIE I DA eRNETS
! (2) 1/4' SE1F TAPPING SCREWS.
1' 10 BNL )DIN S,FY SIEEFL PMlER M11H SIFEL OR NEON TItE
baL TIE DESIGN OF THE
SUPPORTING STRUCTURAL ELEMENTS
STALL BE THE RESPONSBLNTY OF
THE PROFESSIONAL OF RECORD FOR
THE BUILDING OR STRUCTURE AND
IN ACCORDANCE WITH CURRENT
BUILDING CODES FOR THE LOADS
LEM ON THE DRAWING.
PE
MARK WESTERFIEID.
115 DOOR YFE1$ a FXT� 1HE OE901 ILNDS FOR TIE
Ill]l1AlE aom sPEmfi IETFD alga AGWINDN TO THE FIORIOA
TIE 111E8NDIONNI [ElapD COOS (nAsm exE
FIXIDNWO CDMNN4 1) ENC165F0AND 1) TES,INO IN ANDDINTE WIIN mN, �91E-SPEISIC
mogUffiffm
G4MAO016 W A OUAIM
ST WY WTNt
LLTDATE VOD
ss® aHPD
Ig
ia3
Im
130
utEam
L C
n
IEANI R[Q' IEmT
I9•
IY
a
Is•
OO
12 G GLV. STEEL TOP
FKM BRO12(E ATTAtlm W 4 tId 8
SHEET YEDL SDEWS. SU E RRCNED
TO TOP ERACIET WRN (2) 1/4111/2- BOLTS AND
NUTS PER BRACID':T.
14 M GALV. STEM. END HINGE FASTENm
TO END STIES W/(4) EACH /14d/n•
SKEET METAL SCREWS A (2) 1/C SELF
T, SCREWS
1-1/4' WIDE YN x 16 G GAILY. STROP.
(9) PE2 DODN SECIpN FiWI STRAP
ATTAPER 111f11 (] 1/4b/4' SEF
TPPeD SCREWS SCADS ro DOOR
ONE SCREW TO C-C AMA!).
-13 G GN0V. STEEL BOTTOM BRACKET.
ATTADm WITH (2) /14d/8• SLEET METAL SCREWS _
AUJUINU I EXTRUSION 3 VINri WunHEmZwR.
AiW®fD. u� .m�N[ M�COon
no W�mlo v nn
ooa ra�LNNFR 00 � Dna IWYDRT
1MixT a quAEda
m—oN.
�ooaN l�61�TAtuR DAP Nn
Ica oxENIDmN.vfl STSWII Idle D� nAot aDs} UM
OGGW GOIHImaWNHN¢
SIDE M11a aV]d
OyI SaIF�Dy. NAICy1�L
@
1®If
'E'
S
a�
�
ti W LUNY. Stm R.W WAYNR
a f510MdS REFFL MdE
u�R11�,A��y6�
l65• ErN. 11YQ eT C1o6Y'
rr
w•
dr
10A'
�
1��� ��d
NIlY��
ooaa aHx r TAu
Y we >rollxlaC
12
l•I.
IV
S-1 3 CA tllx Sikfli
aTNYaf CIS
1
IRIOI Ddl® AS'
_
4a
.1 � � � pE
IR10t
w
4a4
M. S -1/1 lf2�LGWY.
1NIX�@
06°'�
u
�l4 DaR�gy wom Ao
Dm'm r�m�iu-aiol'�iwW [(O>•o[ ro® �e
0) wR aradD a Tlo awl
2• G DOO25_ MPC PUN-2F111 ft M. ETGI
OESNN LEADS .0 F. R .0 S DESIGN LOADS +S/A PSF. S - S .
TEST LOADS +55.5 PSF. h -55.5 PSF. TEST LAIRS: ♦553 PSF, k -583 P.SF.
IGLOO RMA PRODUCT APPROVAL 13279
STEP 4: FIND YOUR WINDCO
rDesigr, Pressures
The design wind load pressure rating of a door as E
door must equal or exceed the design pressure for
has positive �ind negative values.
Eo tw" RATING
in PSF (pounds per square foot). The design pressure of the
door opening that a door is to be installed. Design pressure
k •. �" e a
Mean
1,..J i' LF' rs�1 y.m. � .y -. tk1Y. � �. �L� .�'�.:; +wSG,{ S4 U Y
`�
-- d.� "a4�E �.'�,p,"x
�.4r'- °:. +' f �G
R00 p��++oor
-'.� '�' �-°�Baseci ontt� �2010'Flortda Butltl_rng C,od`e�&
x
AS�E7� 10,
r ` f `�* c
Y t�tZe
C i' Z �Y v Jt E N x K 9
Exposure B, 20nPNtPH Uttrrnaie` Des i�Wlnc
Y i t
'Speed:,�MP
d ' r
Height Y
TT
_Uf 2- , 3 _
110/115
120
130
140
150
160
170
180
190
200
MPH
MPH
MPH
MPH
MPH
MPH
MPH
MPH
MPH
MPH
Less
Single
12.5
13.7
16.1
18.5
21.3
24.3
27.6
30.6
34.2
38.0
Than
9' x 7'
-14.2
-15.5
-18.2
-20.9
-24.1
-27.5
-31.2
-34.6
-38.6 .
-43.0
30 Feet
Double
12.0
13.1
15.5
177
20.4
23.3
26.4
29.3
32.7
36.4
16 x7
134
146
172
197
227
260
294
326
365
406
X;s
Fle%ght
�. posure� Cy,~,1�
Speed;,�`jy1Py_
�
�, _
_ tiFu�• A y200�M}PjH�Ult�matet4Deslgr�µl�/V,tnd
mutt) r _y
110/115
120
130
140
150
160
170'
175"'
180
190'
200
MPH
MPH
MPH
MPH
MPH
MPH
MPH
MPH
MPH
MPH
MPH
15 Feet
Single
Single
9' x 7
1 15.2
1, -17.2
16.6
-18.8
19.6
-22.2
22.4
-25.3
25.9
-29.2
29.5
-33.4
33.5
-37.8
35.3
-39.9
37.1
-42.0
41.5
-46.9
46.2
-52.2
Story
Double
14.6
15.9
18.8
21.5
24.8
28.3
32.1
33.8
35.5
39.8
44.2
16' x 7'
I -16.2
-17.7
-20.9
-23.9
-27.6
-31..5
-35.7
-37.7
-39.6
-44.3
-49.3
25 Feet
Single
9' x 7'
16.8
-19.0
18.4
-20.8
21.7
-24.5
24.8
-28.0
28.6
-32.3
32.7
-,36.9
37.0
-41.8'
39.0
-44.1
41.1
-46.4
45.9
-51.9
51.1
-57.7Double
I
Double
161
17
20.8
2
.
37 .4
39.3
44.0
48.9
a 16'x 7'
( -18.0
-19.6
-23.1
-26.5
-30.5
41.7
-43.8
-49.0
-54.5Story
'Broward County is 170 MPH, Exposure C for most residential buildings. "Mlami-Dade County is 175 MPH, Exposure C for most residential buildings.
The design pressures listed are the minimum required. Recommended WINDCoDE' levels meet or exceed the required design pressures.
MPH = miles per hour PSF = pounds per square foot
r �,rr"i's s .3, c:r'sk !�,.` '4n'�r��-r..,s"•=m�'e'r^�-�'.�.' - ^` "+
w._.Z'..in. '}:. _.3 .i-�• �.wr ..1..-«, ^•,t '4 .�-.3. »..k <3M-�_vr_ -. sWt.'a°+>Y.Yr, n..,#?•. :Y.. T��l.... a. it `'�. ,:`li..
Structural Type
{ 110/115
120
130 140
150
160
170
180
190
200
MPH
MPH
MPH MPH
MPH
MPH
MPH
MPH
MPH
MPH
j One Story
W1
W2
W3 W3
W4
W5
W5
W6
W6
W7
` Two Story
W1
W2
W3 W3
W5
W5
W6
W6
W7
' �r'y1�.'lj
[W�4
'.EXPO?7�(1TVL'C?F^�
tL'c"'['ic'��
,xrt the
.:%i^ "tEk4. 3.:il:'.fi J ] '.i
-:Z .. t y
N Jfi,ya;
.JG.�e•'
Structural Type
110/115
120
130
140
150
160
170' 175"
180
190
200
MPH
MPH
MPH
MPH
MPH
MPH
MPH MPH
MPH
MPH
MPH
One Story
W2
W3
W3
W4 T
W5
W5/W6
W6/W7 W6/W7
W7
W7
W8
Two Story
W3
W3
W4
W5
W5/W6
W6
W6/W7 W7/W8
W7/W8
W8
W9
'Broward County is 170 MPH, Exposure C for most residential buildings.
"'Miami -Dade County is 175 MPH, Exposure C for most residential buildings.
MPH = miles per hour
STEP 5: DETERMINE IF WIND-BORNE DEBRIS IS APPLICABLE
WIND -(BORNE DEBRIS 140 120 ++\
The wind-borne debris region is also known as ,60
those areas that require the large missile impact rated w.
windows. In Florida, being farther south and closer to 150 140
the shoreline, it is more likely a home or building will be
in the wind-borne debris region. WIND-BORNE DEBRIS REGIONS:
Miami -Dade and Broward Counties require all garage FT
,jVgT Designated areas where the basic wind
speed is 140 MPH or greater.
doors meet the large missile impact rating, regardless
if the garage door has windows or not. zo =1 CM 130 MPH and within 1 mile of the coast.
160 \
Insurance companies sometimes give discounts for garage doors and other exterior building products „I
that exceed the local building code, including meeting wind-borne debris requirements not mandated.
This means that installing a new garage door with the large missile impact rating may reduce your ,
insurance premiums. Please check with your insurance agent for details.
180
3