HomeMy WebLinkAboutScan_2017_10_11_12_07_19_730ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: ,O" c\` n Permit Number:
N
W
Building Permit Applicati®n
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X
PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line
Address: �p
Legal Description:-c-,&\Q(-1 R\-,Je—r
Property Tax ID #: CXzz;O- Lot No.
Site Plan Name: Block No.
Project Name:
Setbacks Front Back: Right Side: Left Side:
QF1 yIC y .'
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r 3Eay
_. _..._,. _. x, i_'f_;,, ....�-.....6.� •»a � `^+v .e _- ,.<,ve,.,: ..: _e._,. _
Additional work to be erformed un er t is permit- check all appy:
HVAC Gas Tank Gas Piping _ Shutters La-windows/Doors.
11 Electric ❑ Plumbing Sprinklers FIGenerator Roof Roof pitch
Total Sq. Ft of Construction: Sq. Ft.of First Floor:
Cost of Construction: $ ��a�J -�� Utilities: (_1 Sewer []Septic Building Height:
Y VVI a
V
Name:�i>�'
Address:
Company:�-';Z'_)��--
City: � �` rt'�fG� State: �L
Addre{s�s: �\2 NW r✓K1 (J�1 ,
City: 1 �� S� � State: FL-
Zip Code: JUIq % c Fax:
Phone No.`�1a- 3��- �a-��
Zip Code:__A�_kaSA� Fax:
E-Mail:
PhoneNo. ll�
Fill in fee simple Title Holder on next page ( if different
E-Mail\ a
State or County License:
from the Owner listed above)
If value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or recording your Notice of Commencement.
DESIGNER/ENGINEER:
Name:
_ Not Applicable
MORTGAGE COMPANY: _ Not Applicable
Name:
Address:
COUNTY OF s,L ��
Address:
City:
Zip: Phone
State:
City: State:
Zip: Phone:
FEE SIMPLE TITLE HOLDER:
Name:
Not Applicable
BONDING COMPANY: Not Applicable
Name:
Address:
Name of person making statement
✓
Address:
City:
Type of Identification
City:
Zip: Phone:
Produced
Zip: Phone:
OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or recording your Notice of Commencement.
Rev. 8/2/17
Signature of Owner/ Less e ont ctor as Agent for Owner
Signature of Contractor/License Holder
STATE OF FLORID
a� �
STATE OF FLORID
�C
COUNTY OF s,L ��
COUNTY 01 a
_
The for oing instrument was acknowledged before me
The for�ng instrument was acknowledged before me
n
this day of � 6J , 20 n by
this��day of�A� , 20 by
Name of persoi�aking statement
Name of person making statement
✓
Personally Known OR Produced Identification
Personally Known OR Produced Identification
Type of Identification
Type of Identification
Produced
Produced
(Signature of Notary Public- Atate of Florida)
(Signature of Notary Public- Ahte of Florida )
r rr a11 -11c TIFFANY A. LEI
Commission No. 1 ( l) MYCOMMiSSIC1\I FF
1 mission No. F�i��;9<, Seal ) TIFFANY A. LEE
" t e EXPIRES: Argil 26,
_018 MY COUNIISSION # FF 10W
`o BendedThruBudpf. o4?.ySe
x.
dic :. k
EXPIRES: April 26, 2018
STI V OP
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
RECEIVED
DATE
COMPLETED
Rev. 8/2/17
Property Card
Page 1 of 1
Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved.
Property Identification
Site Address: 6109 PALM DR
Sec/Town/Range: 11 /36S/40E
Map ID: 34/1 IS
Zoning: RS -4
Ownership
Christopher M Jewett
6109 Palm DR
Fort Pierce, FL 34982
Legal Description
INDIAN RIVER ESTATES -UNIT -08- BLK 67 LOT 36 (MAP 34/1 IS) (OR
3980-235)
Current Values
Just/Market Value:
Assessed Value:
Exemptions:
Taxable Value:
Taxes for this parcel: SLC Tax Collector's Office Q
Download TRIM for this parcel: Download PDF 12
Parcel ID: 3402-609-0570-000-8
Account#: 138991
Use Type: 0100
Jurisdiction:. Saint Lucie County
Total Areas
Finished/Under Air (SF): 2,382
Gross Area (SF): 4,320
Land Size (acres): 0.29
Land Size (SF): 12,500
This information is believed to be correct at this time but it is subject to change and is not warranted.
Copyright 2017 Saint Lucie County Property Appraiser. All rights reserved.
http://www.paslc.org/RECard/ 10/9/2017
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Florida Building Code Online
Page 1 of 5
A � w,.
BCIS Home Log In User Registration Hot Topics i Submit Surcharge j Stats & Facts Publications FBC Staff BCIS Site Map Links j Search
��CiIL
Product Approval(10
USER: Public User
Product App1'nyal Meng > Product or Application Search > Application List > Application Detail
FL # CApprovedD
Application Type
Code Version
Application Status
Comments
Validation _Entity_
Archived
W?
Product Manufacturer
Clopay Building Products Company
Address/Phone/Email
8585 Duke Blvd.
Referenced Standard and Year (of Standard) Standard
Mason, OH 45040
ANSI/DASMA 108
(513) 770-6062
ANSI/DASMA 115
mwesterfield@clopay.com
Authorized Signature Scott Hamilton
shami[ton@clopay.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 Scott Hamilton
the Evaluation Report
Florida License PE -63286
Quality Assurance Entity Intertek Testing Services NA, Inc.
Quality Assurance Contract Expiration Date 12/31/2028
Validated By Gary Pfuehler
L] Validation Checklist - Hardcopy Received
Certificate of Independence FL.161_07_ R9_f01Certif1cl3t;inn,_ of Indeper dance_of._
Validation _Entity_
Gary Pfuehier.pdf
FL16107 R9 COI Statement on Independence
of Evaluation Entity-
Scot-llrann_Iton 12042A.pdf
Referenced Standard and Year (of Standard) 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
http: //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEV XQwtD gvyf4ngAXh 10... 10/11/2017
Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Page 2 of 5
Date Submitted 10/14/2016
Date Validated 10/20/2016
Date Pending FBC Approval 10/21/2016
Date Approved 12/14/2016
Date Revised 08/10/2017
Summary of Products
Go to Page Page 1/ 3
FL # Model, Number or Name Description
16107.1 01 W6-16 DSIE-11`171: 4300, Double -skin Insulated EPS (exterior skin 27 ga, min.;
4301, 4310, HDG, HDGL, HDGF, interior skin 27 ga. min.) Double -Car (9'2" to 167' wide)
66, 66G, 67, 67G, 68, SP200, WINDCODE® W6 Garage Door
SF200, SE200, 6200, 6201, 6203
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16107 R9 .II 104724-A-Rev03-sianed.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/-42 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or;L16107
R9 AE CBPC 1.21212-A,.pcIt
doors with optional impact -resistant glazing are impact-
Created by Independent Third Party: No
resistant (large missile impact).
FL16107 R9 II 104724-B-Rev03-sianed.pdf
16107.2
02 W6-16 DSIE-1F171: 4300,
Double -skin Insulated EPS (exterior skin 27 ga. min.;
Limits of Use
4301, 4310, HDG, HDGL, HDGF,
interior skin 27 ga, min.) Double -Car (9'2" to 16'2" wide)
1:1.,16.07 R9 11 104710_A-Rev0�3-signed.odf
66, 66G, 67, 67G, 68, SP200,
WINDCODE® W6 Garage Door
Impact Resistant: Yes
SF200, SE200, 6200, 6201, 6203
Design Pressure: +36 PSF/-42 PSF
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16107 R9 II 104724-B-Rev03-sianed.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/-42 PSF
Evaluation Reports
Other: Doors with standard glazing meet the wind load
FI -16107 R9 AE CBPC 121212 .A.pdf
requirements of the building code but DO NOT meet the
Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.3
03 W6-16 PAN -21`153: 73, 75, 84A,
94, 42, 48, 42B, 48B, 4RST, 6RST,
GD5S, GR5S, AR5S, ED5S
Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide)
WINDCODE@ W6 Garage Door with Optional Impact
Resistant Lites
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
1:1.,16.07 R9 11 104710_A-Rev0�3-signed.odf
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: +36 PSF/-42 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or
E.1.16_10-7.15A_E CBPC ..121212-A.odf
doors with optional impact -resistant glazing are impact-
Created by Independent Third Party: No
resistant (large missile impact).
16107.4
6 PAN -2F153: 73, 75, 84A,
8, 428, 486, 4RST, 6RST,
AGD5S,RSS, ARSS, EDSS
Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide)
WINDCODE@ W6 Garage Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16107 R9 II 104710-B-Rev03-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: +36 PSF/-42 PSF
Evaluation Reports
Other: Doors with standard glazing meet the wind load
PL16107 R9 AE CBPC 121212-A.odf
requirements of the building code but DO NOT meet the
Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.5 05 W6-16 PAN -21`143: 84A, 94, 98, Steel Pan (min. 24 ga.) Double -Car (9'2" to 16'2" wide)
48, 48B, 4F, 4RST WINDCODE® W6 Garage Door with Optional Impact-
Resistant Lites
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl0... 10/11/2017
Florida Building Code Online
Page 3 of 5
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16107 R9 II 104753-A-Rev02-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/-42 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or
F1.16107 R9 AE CBPC 121212-A.pdf
doors with optional impact -resistant glazing are impact-
Created by Independent Third Party: No
resistant (large missile impact).
Evaluation Reports
16107.6
06 W6-16 PAN -21`143: 84A, 94, 98,
Steel Pan (min. 24 ga.) Double -Car (9'2" to 16'2" wide)
48, 48B, 4F, 4RST
WINDCODEO W6 Garage Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
F1 16107 R9 II 104753 B-Rev02-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/-42 PSF
Evaluation Reports
Other: Doors with standard glazing meet the wind load
R -1610-7_R9 AE CBPP 121212_A.odf
requirements of the building code but DO NOT meet the
Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
Evaluation Reports
16107.7
07 W6-18 DSIE-11`171: 4300,
Double -skin Insulated EPS (exterior skin 27 ga. min.;
4301, 4310, HOG, HDGL, HDGF,
interior skin 27 ga. min.) 16'4" to 18'2" wide WINDCODEO
66, 66G, 67, 67G, 68, SP200,
W6 Garage Door with Optional Impact -Resistant Lites
SF200, SE200, 6200, 6201, 6203
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16107 R9 iI 104751-A-Rev02-sioned.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/-42 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or
A-16107 R9 AE CBPC 3.21212-A.pdf
doors with optional impact -resistant glazing are impact-
Created by Independent Third Party: No
resistant (large missile impact).
16107.8
08 W6-18 DSIE-11`171: 4300,
Double -skin Insulated EPS (exterior skin 27 ga. min.;
4301, 4310, HDG, HDGL, HDGF,
interior skin 27 ga. min.) 16'4" to 187" wide WINDCODEO
66, 66G, 67, 67G, 68, SP200,
W6 Garage Door
SF200, SE200, 6200, 6201, 6203
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
1`!16107 R9 II 104751-B-Rev02-signed.udf
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/-42 PSF
Evaluation Reports
Other: Doors with standard glazing meet the wind load
171-16107 R9 AE CBPC 121212-A.pdf
requirements of the building code but DO NOT meet the
Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.9
09 W6-18 DSIU-11`171: 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 WINDCODEO
HDPL20, 7200, 7201, 7203, 8200,
W6 Garage Door
8201, 8203
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
_R_1.61.07 R9 II 104 '7; '7._A-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/-42 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or
FL16107__Rr9 AE CB°C...._121212.-A, if
doors with optional impact -resistant glazing are impact-
Created by Independent Third Party: No
resistant (large missile impact).
16107.10
10 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 WINDCODEO
HDPL20, 7200, 7201, 7203, 8200,
W6 Garage Door
8201, 8203
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16107 R9 II 104777-B-Rev02-sioned.odf
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/-42 PSF
Evaluation Reports
Other: Doors with standard glazing meet the wind load
F=...16107 R9 AE CBPC. 1212.17 A..pdf
requirements of the building code but DO NOT meet the
Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.11 11 W6-18 PAN -21`153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double -Car (16'4" to 182" wide)
94, 42, 48, 42B, 48B, 4RST, 6RST, WINDCODEO W6 Garage Door with Optional Impact
GOSS, GR5S, AR5S, ED5S Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16107 R9 II 104761-A-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
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl0... 10/11/2017
Florida Building Code Online
Design Pressure: +36 PSF/-42 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R9 AE CBPC 121212-A.pcif
doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No
resistant (large missile impact).
Page 4 of 5
16107.12
12 W6-18 PAN -21`153: 73, 75, 84A,
94, 42, 48, 42B, 48B, 4RST, 6RST,
GD5S, GR5S, AR5S, ED5S
Steel Pan (min. 25 ga.) Double -Car (16'4" to 18'2" wide)
WINDCODEO W6 Garage Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
?;1_16 _.07 123._II 104761-B-Re_v_04=sjile.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: +36 PSF/-42 PSF
Evaluation Reports
Other: Doors with standard glazing meet the wind load
FL.16107 R9 AE CBPC__1.2
requirements of the building code but DO NOT meet the
Created by Independent Third Party: Yes
impact resistant requirement for windborne debris regions.
Impact Resistant: Yes
16107.13
7-8 PAN -217143: 84A, 94, 98,
, 41`, 4RST
F48,W48B'
Steel Pan (min. 24 ga.) 16'4" to 18'2" wide WINDCODE@
W7 Garage Door with Optional Impact -Resistant Lites
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
11.16107R9 II. 104762-_Eet02_signe0jldf
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: +41 PSF/-46 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or
FL16107 P9._AE._CBPC 121212=A.pJf
doors with optional impact -resistant glazing are impact-
Created by Independent Third Party: No
resistant (large missile impact).
Impact Resistant: Yes
16107.14
14 W8-16 DSIE-11`171: HDG,
Double -skin Insulated (exterior skin 27 ga. min.; interior
Limits of Use
HDGL, 4300, 4310, 4301, 66, 66G,
skin 27 ga. min.) Double Car (9'2" to 16'2" wide)
FL16107 R9 II 104754-Rev02-sioned,pddf
67, 67G, 68, 6200, 6201, 6203,
WINDCODE@ W8 Garage Door with Optional Impact-
Impact Resistant: Yes
SP200, SF200, SE200
Resistant Lites
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16117 R9 I1 104736=Rev03-sicLned..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: +46 PSF/-52 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or
i=L_161:0.7R9_AE CBPC 121.212-A.pdf
doors with optional impact -resistant glazing are impact-
Created by Independent Third Party: No
resistant (large missile impact).
16107.15
15 W8-16 PAN -21`143: 84A, 94, 98,
48, 48B, 4F, 4RST
Steel Pan (min. 24 ga.) Double Car (9'2" to 16'2" wide)
WINDCODE@ W8 Garage Door with Optional Impact
Resistant Lites
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16107 R9 II 104754-Rev02-sioned,pddf
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/-50 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or
FL16107 R9 AE CBPC 121212-A.pcIf
doors with optional impact -resistant glazing are impact-
Created by Independent Third Party: No
resistant (large missile impact).
Impact Resistant., Yes
16107.16
16 W8-18 DSIE-11`171: HDG,
Double -skin Insulated (exterior skin 27 ga. min.; interior
HDGL, HDGF, 4300, 4310, 4301,
skin 27 ga. min.) Double Car (16'4" to 18'2" wide)
66, 66G, 67, 67G, 68, 6200, 6201,
WINDCODE® W8 Garage Door with Optional Impact -
6203, SP200, SF200, SE200
Resistant Lites
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
i?":1;1.61(7 R9 Ii._ 1 - 1 2-Rev03sigrzeci.,.r?tif
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/-50 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or
FL16107 _R9 AE CBPC 121212-A. df
doors with optional impact -resistant glazing are impact-
Created by Independent Third Party: No
resistant (large missile impact).
16107.17
17 W8-16 DSIU-IF171: 9200,
Double -skin Insulated PUR (exterior skin 27 ga. min.;
9201, 9203, HDP20, HDPF20,
interior skin 27 ga. min.) Double -Car (9'2" to 16'2" wide)
HDPL20, 7200, 7201, 7203, 8200,
WINDCODE® W8 Garage Door with Optional Impact -
8201,8203
Resistant Lites
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16107 R9 II 104778-Rev03-5jgned,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
1 1.16167 R9 AE CBPC 121212-A.Udf
doors with optional impact -resistant glazing are impact-
Created by Independent Third Party: No
resistant (large missile impact).
http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvyf4ngAXh 10... 10/11/2017
GARAGE DOOR DESIGN PRESSURES
TABLE 1609.3.1
WIND SPEED CONVERSIONS*,si-e
V.,
100
110
120
13a
140
150
160
1
170 1
180 1
190
700
V.-
78
85
93
101
1 108
116 11
�
f
132
139
147
155
For SI: I mile per hour = 0.44 m/s.
a. Linear interpolation is permitted.
b. V„d = nominal design wind speed applicable to methods specified in Exceptions 1 through 5 of Section 1609.1.1.
c. VN+, = ultimate design wind speeds determined from Figures 1609A, 1609B, or 1609C.
TABLE 1609.7(1)
NOMINAL (ASD) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET
LOCATED IN EXPOSURE B (PSF)'•2-3.4,5
ULTIMATE DESIGN WIND SPEED (VJ DETERMINED IN ACCORDANCE WITH SECTION 1609.3 (MPH - 3 SECOND GUST)
Width
(ft)
Helght
(it)
100 MPH
ti0 MPH
120 MPH
130 MPH
T 140 MPH
150 MPH
160 MPH
170 MP I
180 MPH
190 MPH
200 MPH
Roof Angle 0 -10 degrees
8
8
8.7-9.8
105-11.9
12,5-14.2
14.7-16.6
I7.1-19.3
19.6-22.2
22.3-25.2
25.1-285
28.2-31.9
31.4-35.5
34.8-39.4
10
10
84-9.4
10.2-114
12.1-13.6
14.2-16.0
16.5-18.5
169-21.2
21.5-24.2
24.3-27.3
27.3-30.6
30.4-34.1
33.7-37.8
14
14
8.0-8.9
9.7-10.8
115-12.8
13,5-15.0
75.7-17.4
18.0-20.0
20.5-22.8
23.1-25.7
25.9-28.8
28.9-32.1
32.0-35.6
Root Angie > 10 degrees
9
7
9.6-10.9
11.4-129
13.7-15.5
16.1-18.2
185-20.9
21.3-24.1
24.3-275
27.6-31.2
30.6-34.6
34.2-38.6
38.0-43.0
I6
7
9.2-10.3
10.9-12,2
13.1-14.6
155-17.2
17.7-19.7
20.4-227
23)26.4.-29.4
29.3-32.6
32.7--365
36.4-40,6
78 MPH
85 MPH
93 MPH
101 MPH
108 MPH
116 MPH
124 MPH
132 MP11
139 MPH
147 MPH
15S N1PH
For SI: 1 foot = 304.8 mm, I mile per hour= 1.609 km/h, l psf = 47.88 N&.
Nominal Design Wind Speed (Vasd) converted from Ultimate Design Wind Speed per Section 16093.1
1. For effective areas or wind speeds between those given above the load may be interpolated, otherwise use the load associated with the lower effective area.
2. Table values shall be adjusted for height and exposure by multiplying by the adjustment coefficient in 'fable 1609.7(2)
3. Plus and minus signs signify pressures acting toward and away from the building surfaces.
a\
4. Negative pressures assume door has 2 feet of width in building's end zone.
5. Table values include the 0.6 load reduction factor. Qty; , <D
TABLE IW9.7(2) ADJUSTMENT FACTOR FOR BUILDING
HEIGHT AND EXPOSURE, (2,)
MEAN ROOF HEIGHT (feet)
B
EXPOSURE
D
15
1.00
1.21
1.47
20
1.00
1.29
:5
25
1.00
1.35
r 1.61
30
1.00
1.40
1'.66
35
.1.05
1.45
1.70
40
1.09
1.49
;• 1.74
45
1.12
1.53.:
1.78
50
1.16
1.56
1.81
55
1.19
1.59
1.84
60
1.22
1.62
1.87
861.2.4.1 Garage door labeling. Garage doors shall be
labeled with a permanent label provided by the garage
door manufacturer. The label shall identify the garage
door manufacturer, the garage door model/series number,
the positive and negative design pressure rating, indicate
impact, rated if applicable, the installation instruction
drawing reference number, the Florida Produ6t Approval
or Miami. -Dade Product Approval number if applicable,
and the applicable test standards. The required garage door
components for an approved garage door assembly may be
indicated using a checklist form on the label. If a checklist
format is used on the label, the door installer or the garage
door manufacturer shall mark the selected components on
the checklist that are required t0 assemble an approved
garage door system The installation instructions shall be
provided and available on the job site.
FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014)