323 San Lanta Cir; 18-3708; GARAGE DOORAUG 2 S 20118 f
PERMIT APPLICATION
f
Application No:
Documented Construction Value: $ 00). cc
Job Address: 5 )_3 SCLn Layvt1y Historic District: Yes No[]
Parcel ID: (— l - ?Ja o T L ( Residential 0 Commercial
Type of Work: New Addditio
In
Alteration Repair
Description of Work: tp L C LVA- j-e_ SOY
emo Change of Use Move
Siz f:&,-S
Plan Review Contact Person: Title: acre
Phone: IC`1 C 1 Fax: Le_—On 'SAtmail: CiCCYS Z yY1lLj! `Ci WI
Property Owner Information
Name S—b (cn IL IV u fi ' T 4 Phone:
Street: (.l b &k I-W 4,Cs KlUt Get'06t f-`{ neV-
City, State Zip:
Resident of property?:
Contractor Information
Name (bi Y &GY-
r
Phone:
Street: (4N La-411 e - Fax:
City, State Zip: ) h"-m-e- State License No.:
Name:
Street:
City, St, Zip:
Bonding Company:
ddress':
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
Appli6tion is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installatilon has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand
that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners,
etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6' Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe found in the public
records of this county, and there may be additional permits required from other governmental entities such as water management districts, state
agencies, or federal agencies.
Acceptance of permit is verification that I will notify (the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the xecuted contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and hat all work will be
done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date Signature of Contractor/Agent ,Date
Print Contractor/Agent's Name
Signature of Not State of Florida Date Si ature atef I !E N P Nl FgNotary -State gn o' mate
pAYGC!MMP"S'01J ii lr
y Banded
Owner/Agent is Personally Known to Me or Contra c cir gent is Personall Known to Me or
Produced ID Type of ID Produced ID Type of ID C—
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No:
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES: WASTE WATER:
FIRE: BUILDING: %_Q • r 2 A
Property Record Card
Parcel: 31-19-31-505-0000-0490
Property Address: 323 SAN LANTA CIR SANFORD, FL 32771
6 + 65 65 65 65
E
e-
65 65 65 66.:
Legal Description
LOT 49
SAN LANTA 3RD SEC
PB13PG75
Taxes
Value Summary
2018 Working 2017 Certified
Values Values
Valuation Method j Cost/Market Cost/Market
Number of Buildings j 1 i 1
Depreciated Bldg Value $79,980 I $69,269
Depreciated EXFT Value 600 651
Land Value (Market) 18,000 15,000
Land Value Ag
Just/Market Value " 1 $98,580 84,920
Portability Adj
Save Our Homes Adj 0 j $0
Amendment 1 Adj 5,168 0
P&G Adj 0 j $0
Assessed Value 93,412 84,920
Tax Amount without SOH: $1,617.00
2017 Tax Bill Amount $1,617.00
Tax Estimator
Save Our Homes Savings: $0.00
TRIM Notice Help
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 93,412 j 0 93,412
Schools 98,580 0 ! 98,580
City Sanford 93,412 0 ; 93,412
SJWM(Saint Johns Water Management) 93,412 0 93,412
i.__..--____-.---- 4-_ ____-_
County Bonds j $93,412 0 ! 93,412
Sales
Description Date Book Page Amount Qualified Vac/Imp
CERTIFICATE OF TITLE 6/1/2018 j 09159 1 1644 j 88,000 i No j Improved
SPECIAL WARRANTY DEED 3/1/1994 1 02752 1540 60,200 j Yes j Improved
SPECIAL WARRANTY DEED 2/1/1994 02729 0870 38,000 No 1 Vacant
QUIT CLAIM DEED i 7/1/1992 1 02461 i 0047 100 No Vacant
WARRANTY DEED 8/1/1986 01765 0512 i 133,200 No Vacant
WARRANTY DEED 8/1/1986 01765 i 0511 133 200 No i Vacant
WARRANTY DEED 7/1/1986 01751 1163 28 800 No Vacant
SPECIAL WARRANTY DEED 4/1/1985 01636 i 0430 37,500 No Vacant
WARRANTY DEED ! 2/1/1984 01530 1829 - 220,000 I No Vacant
Exhibit A— Scope of Work
AMERITRUST
RES10ENTIA1, SERVICES
Property Address:
SLbcontractor:
bb Total:
Contract 3art Date:
Days in Contract:
Ameritrust PM
Cbunty
Owner
323 San Lanta ar, Sanford R-32771
Above The Fbst Garage Doors Inc
800.00
8/ 29/ 2018
8
Alexis Sanchez
Seminole
HudsonLSF3
A W
DGB
IN WITNESS WHEREOF, this Agreement has been signed and delivered as of the date first written
above.
GENERAL CONTRACTOR: Ameritrust
Signed, sealed and delivered in the Residential Services, LLC
presence of:
Witness
Signed, sealed and delivered in the
presence of:
Witness
Akx,SWul ez
All kls'llsw HU018) , Project Manager
CONTRACTOR:
Above The Rest Garage Doors Inc
24V-1af G ,2d--2 r, I
Dougla G.BerlinJr.(Avg28,2018) , A dhorized 9gner
061
DGB
RECORD COPY
o City of Sanford
Building and Fire Prevention
Product Approval Spe ification Form
BUIL
S
c
Permit ## 1 8- 3 7 0 8 a
A
o
Q
A
Project Location Address 39,5
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.ora.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging
Sliding
Sectional
Roll U 1'l It 1 C uj-mul ,-cu A
Automatic
Other
2. Windows REVIEWED FOR CODE COMPLIANCE
Single Hun Str
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected1rg t ".
TQ r F , RI< AND N T AS
Mullions At ITHORITY To \1I0I_ATE, CANCEL. ALTER OR 3ET
Wind BreakerA81 r " HI
IT P EVENT
Dual Action THE BUILDING nPrICIAL FROM THEREAFT R
Other q OR VI TI NS OF THIS C DE
June 2014
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Sidin
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Descri tion
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roil up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
Please Print)
June 2014
f'pyS • ". " ek 34 Y ' n
xis- o • ' • ,FO@e . a 1 .
@ '#. i _ -
J
t' BCIS
Home I Log In ( User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map Links ( Search Product
Approval USER:
Public User OFIbIldlProduct
Approval Menu > Product or Application Search > Application List > Application Detail FL #
FL15279-R5 Application
Type Revision Code
Version 2017 Application
Status Approved Comments
reapply 11/28/17 Archived
Product
Manufacturer Clopay Building Products Company Address/
Phone/Email 8585 Duke Blvd. Mason,
OH 45040 513)
770-6062 mwesterfield@clopay.
com Authorized
Signature Scott Hamilton shamiIton@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. Validated
By Gary Pfuehler Validation
Checklist - Hardcopy Received Referenced
Standard and Year (of Standard) Standard Year ANSI/
DASMA 108 2005 ANSI/
DASMA 115 2005 ASTM
E1886 2002 ASTM
E1996 2002 ASTM
E330 2002 Equivalence
of Product Standards Certified
By Florida Licensed Professional Engineer or Architect FL1527 _
g,5_Equiv_20170809 - FBC - DASMA 108 equiv.p d FL15279_
115 EEc uiv_20170809 - FBC - DASMA 115 eauiv.pdf
Product Approval Method Method 1 Option A
Date Submitted 08/10/2017
Date Validated 11/29/2017
Date Pending FBC Approval
Date Approved 12/05/2017
Summary of Products
Go to Page _- I 0
FL # I Model, Number or Name I Description
15279.1 001 W3-09 DSIE-1A171:2050,
2051, 2053, 4050, 4051, 4053, 62,
64, 65, 62G, 62LG, 64G, SDP38,
SFL38, SRP38, 134, 135, 136, 6130,
6131, 6133
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +20 PSF/-20 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279.2 002 W3-09 DSIE-1A471: GD1SP,
GR1SP, GD1LP, GR1LP, AR1SP,
AR1LP, ED1SP, ED1LP, 4132, 2132,
6132, SFC38, MFC38
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +20 PSF/-21 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279.3 003 W3-09 DSIU-1A171: 9130,
9131, 9133, HDP13, HDPF13,
HDPL13, 7130, 7131, 7133, 8130,
8131, 8133
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +20 PSF/-20 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279.4 004 W3-16 DSIE-1A171: 2050,
2051, 2053, 4050, 4051, 4053, 62,
64, 65, 62G, 62LG, 64G, SDP38,
SFL38, SRP38, 134, 135, 136, 6130,
6131, 6133
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
0 O Page 1/ 8 0 0
1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.;
interior skin 29 ga. min.) Single -Car (up to 9'0" wide)
WINDCODE@ W3 Garage Door
Certification Agency Certificate
FLl 279_R5_C_CAC_Letter with proof of contract and proof
of inspection.pdf
FL1527 _U_C_CAC_W3_L1in Intertek.pdf Quality
Assurance Contract Expiration Date 05/
21/2028 Installation
Instructions FL15279
R5_II 101655-Revl2.pdf Verified
By: Intertek Testing Services NA, Inc. Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: Gallery/
Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (
exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -
Car (up to 9'0" wide) WINDCODE@ W3 Garage Door Certification
Agency Certificate FL15279
R5_C_CAC_Letter with proof of contract and proof of
inspection.pdf FL1527 _
R5 C_CAC W3_Listing Intertek.pdf Quality
Assurance Contract Expiration Date 05/
21/2028 Installation
Instructions FL15279_
R5_II 103952-RevOl.pdf Verified
By: Intertek Testing Services NA, Inc. Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: Double -
skin Insulated PUR (exterior skin 27 ga. min.; interior skin
27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W3
Garage Door Certification
Agency Certificate FL15279
R5 C CAC Letter with proof of contract and proof of
ins ec ion.pdf FL15279_
R5_C_CAC_W3_Lis ing_Intertek.pdf Quality
Assurance Contract Expiration Date 05/
21/2028 Installation
Instructions FL15279_
R5 II_104175-Rev0I.pdf Verified
By: Intertek Testing Services NA, Inc. Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: 1-
3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior
skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE@
W3 Garage Door Certification
Agency Certificate FL15279
R5_C_CAC _Letter with proof of contract and proof of
inspection.pdf
Impact Resistant: N/A
Design Pressure: +20 PSF/-21 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
FL15279_R5_C CAC_W3 Listing_In ertek.pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279_R5_II_101820-Revl3.pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.5 005 W3-16 DSIE-1A471: GD1SP,
CRISP, GD1LP, GR1LP, AR1SP,
AR1LP, ED1SP, EDILP, 4132, 2132,
6132, SFC38, MFC38
Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated
EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.)
Double -Car (9'2" up to 16'0" wide) WINDCODE® W3 Garage
Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15279_R5_C_CAC-Letter with proof of contract and proof
of inspection.pddfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A FL15279 R5_C_CAC _W3_Listing_Intertek.pdf
Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date
Other: The OPTIONAL glazing available for this product 05/21/2028
meets the wind load requirements of the building code but Installation Instructions
DOES NOT meet the impact resistant requirement for FLl 27 _R5_II_104028-Rev01.ldf
windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc.
comply with the impact resistant requirement for windborne Created by Independent Third Party:
debris regions (ref 1609.1.4 FBC). Evaluation Reports
Created by Independent Third Party:
15279.6 006 W3-16 DSIU-1A171:9130,
9131, 9133, HDP13, HDPF13,
HDPL13, 7130, 7131, 7133, 8130,
8131, 8133
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +20 PSF/-21 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279.7
1007
W3-16 PAN-21`153: 73, 1500,
75, 190, 84A, 94, 42, 48, 55, 42B,
48B, 555, 4RST, 6RST, 4RSF, 6RSF
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +20 PSF/-21 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279.8 008 W4-09 DSIE-11`171:4300,
4301, 4310, 4400, 4401, HDG,
HDGL, HDGF, 66, 66G, 67, 67G, 68,
SP200, SF200, SE200, 6200, 6201,
6203
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +28 PSF/-29 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
Double -skin Insulated PUR (exterior skin 27 ga. min.; interior
skin 27 ga. min.) Double -Car (9'2" to 16'0" wide)
WINDCODE® W3 Garage Door
Certification Agency Certificate
FL15279_R5_C_CAC _Letter with proof of contract and Proof
of inspection.pdf
FL15279_R5_C_CAC W3_Listing_Intertek.pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279_R5 II_104168-RevOl.pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide)
WINDCODE@ W3 Garage Door
Certification Agency Certificate
FL15279_R5_C_CAC Letter with proof of contract and rpoof
of inspection.idf
FL15279_R5_C_CAC _W 3_Listing_Intertek. pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279_R5_II_101308-Revl2.pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
2" Double -skin Insulated EPS (exterior skin 27 ga. min.;
interior skin 27 ga. min.) Single -Car (up to 9'0" wide)
WINDCODE@ W4 Garage Door
Certification Agency Certificate
FL15279 R5 C_CAC_Letter with proof of contract and proof
of insl2ection.Ddf
FL15279_R5_C_CAC_W4_Listing_Intertek. pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279_R5_II_101652-B-Revll.pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.9 009 W4-09 DSIE-11F471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS
GR2SP, GD21LP, GR2LP, AR2SP, exterior skin 27 ga. min.; interior skin 27 ga. min.) Single-
AR2LP, ED2SP, ED2LP, 4302, HDGC, Car (up to 9'0" wide) WINDCODE@ W4 Garage Door
6202, SFC68, MFC68
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15279 K_C_CAC_Letter with proof of contract and proof
of ins ec ion.pdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No FL15279_R5_C_CAC _W4_Listing_Intertek.pdf
Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date
Other: The standard glazing available for this product meets 05/21/2028
the wind load requirements of the building code but DOES Installation Instructions
NOT meet the impact resistant requirement for windborne FL15279_R5_II_103969-B-Rev02.pdf
debris regions. Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.10 010 W4-09 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; interior
9201, 9203, HDP20, HDPF20, skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@
HDPL20, 7200, 7201, 7203, 8200, W4 Garage Door
8201, 8203
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15279 R5 C_CAC Letter with proof of contract and pr of
of ins e ion.pdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A FL15279_R5_C_CAC W4_Li ing Intertek.pdf
Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date
Other: The OPTIONAL glazing available for this product 05/21/2028
meets the wind load requirements of the building code but Installation Instructions
DOES NOT meet the impact resistant requirement for FL15279 K_II_104183-Rev01.odf
windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc.
comply with the impact resistant requirement for windborne Created by Independent Third Party:
debris regions (ref 1609.1.4 FBC). Evaluation Reports
Created by Independent Third Party:
15279.11 011 W4-09 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; interior
Ridge/Brookstone skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide)
WINDCODE@ W4 Garage Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FLl 27 _R5_C_CAC_Letter with proof of contract and proof
of inspection.WdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A FL15279 R5_C_CAC_W4_Listing Intertek.pdf
Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date
Other: The OPTIONAL glazing available for this product 05/21/2028
meets the wind load requirements of the building code but Installation Instructions
DOES NOT meet the impact resistant requirement for FL1 279_R5 II_104456-Rev0I.odf
windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc.
comply with the impact resistant requirement for windborne Created by Independent Third Party:
debris regions (ref 1609.1.4 FBC). Evaluation Reports
Created by Independent Third Party:
15279.12 012 W4-09 PAN-21`151: 73, 1500,
75, 190, 84A, 94, 76, 42, 48, 55,
42B, 48B, 55S, 4RST, 6RST, 4RSF,
6RSF, 2RST, GD5S, GD5SV, GR5S,
GR5SV, AR5S, AR5SV, ED5S, ED5SV
Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide)
WINDCODE® W4 Garage Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15279_R5_C_CAC_Letter with proof of contract and proof
of ins ecption.r)dfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No FL1527 _R5_C CAC_W4_Listing_Int ek.pdf
Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date
Other: The standard glazing available for this product meets 05/21/2028
the wind load requirements of the building code but DOES Installation Instructions
NOT meet the impact resistant requirement for windborne FL15279_R5_II_300159-B-Rev16.pdf
debris regions. Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.13 013 W4-09 PAN-2F441: G4S, GS4,
G4L, GL4, GD4S, GD4L, GR4S,
GR4L, G4SV, GS4V, G4LV, GL4V,
GD4SV, GD4LV, GR4SV, GR4LV, E4S,
E4L, ED4S, ED4L, E4SV, E4LV,
Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single -
Car (up to 9'0" wide) WINDCODE@ W4 Garage Door
ED45V, ED4LV, SS4, SL4, AR4S,
AR4L, SS4V, SL4V, AR4SV, AR4LV
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +25 PSF/-32 PSF
Other: The standard glazing available for this product meets
the wind load requirements of the building code but DOES
NOT meet the impact resistant requirement for windborne
debris regions.
Certification Agency Certificate
FL15279_R5_C_CAC_Letter with proof of contract and rooof
of inspection.pdf
FLl 279_R5_C_CAC_W 4_Listi ng_I nterte k. pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279 R5_II 103486-B-Rev08.pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.14 014 W4-09 SPO-2F449: Grand I Steel Pan (min. 24 ga.) with Overlay Single -Car (up to
Harbor, Stone Manor 9'0"wide) WINDCODE@ W4 Garage Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +25 PSF/-32 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279.15 015 W4-16 DSIE-1F171:4300,
4301, 4310, 4400, 4401, HDG,
HDGL, HDGF, 66, 66G, 67, 67G, 68,
SP200, SF200, SE200, 6200, 6201,
6203
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +25.5 PSF/-25.5 PSF
Other: The standard glazing available for this product meets
the wind load requirements of the building code but DOES
NOT meet the impact resistant requirement for windborne
debris regions.
15279.16 016 W4-16 DSIE-11`471: GD2SP,
GR2SP, GD2LP, GR2LP, AR2SP,
AR2LP, ED2SP, ED2LP, 4302, HDGC,
6202, SFC68, MFC68
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +25.5 PSF/-25.5 PSF
Other: The standard glazing available for this product meets
the wind load requirements of the building code but DOES
NOT meet the impact resistant requirement for windborne
debris regions.
15279.17 017 W4-16 DSIEO-11F479:
Coachman/Settlers/Affinity
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +25 PSF/-25 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
Certification Agency Certificate
FL15279_R5_C_CAC-Letter with proof of contract and proof
of insgection.pdf
FL15279_R5_C_CAC _W4_Listing Intertek.pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279_R5_II_103549-Rev06.pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
2" Double -skin Insulated EPS (exterior skin 27 ga. min.;
interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide)
WINDCODE@ W4 Garage Door
Certification Agency Certificate
FL15279_85_C_CAC_Letter with proof of contract and proof
of ins ecption.pdf
FL15279_R5 C_CAC _W4_Listing Intertek.pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279_R5_II_101481-B-Rev13.pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS
exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -
Car (9'2" up to 16'0" wide) WINDCODE@ W4 Garage Door
Certification Agency Certificate
FL15279_R5_C_CAC Letter with proof of contract and proof
of inspection.pdf
FLi 27_R5_C_CAC_W4_Listing_Intertek.pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279_R5_II_104029-B-Rev03.pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Double Skin Insulated EPS (exterior skin 27 ga. min.; interior
skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide)
WINDCODE@ W4 Garage Door
Certification Agency Certificate
FLl 279_R5_C_CAC_Letter with proof of contract and pry
of ins ecption.pdf
FL15279 R5 C_CAC_W4 Listing Intertek.pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279.18 018 W4-16 DSIU-11`171:9200,
9201, 9203, HDP20, HDPF20,
HDPL20, 7200, 7201, 7203, 8200,
8201, 8203
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +25.5 PSF/-25.5 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279.19 019 W4-16 DSIUO-1K479: Canyon
Ridge/Brookstone
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +25.5 PSF/-25.5 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279.20 020 W4-16 PAN-21`153: 73, 1500,
75, 190, 84A, 94, 42, 48, 55, 411ST,
6RST, 4RSF, 6RSF, GD5S, GD5SV,
GR5S, GR5SV, AR5S, AR5SV, ED5S,
ED5SV
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +24 PSF/-24.5 PSF
Other: The standard glazing available for this product meets
the wind load requirements of the building code but DOES
NOT meet the impact resistant requirement for windborne
debris regions.
Go to Page ' - _ - V1
FL15279_5_II_103046-Rev07.pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Double -skin Insulated PUR (exterior skin 27 ga. min.; interior
skin 27 ga. min.) Double -Car (9'2" to 16'0" wide)
WINDCODE@ W4 Garage Door
Certification Agency Certificate
FL15279_R5_C_CAC_Letter with proof of contract and rpoof
of ins ecption.pdf
FL15279_R5 C CAC_W4_Li tin _Intertek.pddf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279_R5_II_104169-Rev0l.pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Double Skin Insulated PUR (exterior skin 27 ga. min.; interior
skin 27ga. min.) with Overlay Double -Car (9'2" to 16'0" wide)
WINDCODE® W4 Garage Door
Certification Agency Certificate
FL15279_R5 C_CAC _Letter with proof of contract and proof
of inspection.pdf
FL15279_R5 C_CAC W4_Listing_Intertek.pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279_R5_II_104457-Rev02.pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide)
WINDCODE@ W4 Garage Door
Certification Agency Certificate
FL15279_95_C_CAC Letter with proof of contract and proof
of inspection.pdf
FL15279_95_C_CAC W4 is ing Intertek.pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279_R5_II_101711-B-Rev15.pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Back Next
0 0 Pagel/80 0
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. _ Qpyrieht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email 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, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However 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 are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
eCheck
Credit Card
Sate
PANEL EMBOSS DOORS I DOW WIGHT I B OF
as r.A aR GA —1 as GA ag re TNc SECTI13NS
SHORT PANEL I LCNG PANEL
MODEL 4F IS FLUSH
CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS
MODELS 25 GA 25 GA INS 25 GA 25 GA INS
CLOPAY 5=1 GmSV,
GALLERY' GRSS GR5SV
HOLMES
ARSS AR5SVARTISTRY'
IDEAL
EMS ED5SV ItRIACiHOUSE'
SHORT PANEL LONG PANEL
OPTIONAL GLAZING MAY BE STANDARD OR
LWEMIY a (1) INMINEDIXTE STILE PER 38'", IMPACT RESISTANT GLAZING. SEE SECTION
ATfMA®W 70G-L-= Imp ! Ear) lea 8-B FOR DETAILS.
LiTNVE ADHESIVE (ALONG CEMFIG• FA MAX. STANDARD SIZE 5 42-1/2k18'. IMPACT
RESISTANT GLAZING ISLI 21-5/8*04-1'x14-1/9'. j.
j..Tj.E 20
GA MIN. END SOLES ATTACHED TO DOOR SKIN
WITH PATDVTED TOG-L-IOC SYSTEM TOP.
BOTTOM h CENTER). LOCK
POSITION BOTH
SIDES) POINTONE
3' TALL x 20 GA. 50
KD MIN. U-BM PQtDOORSECTION.L-
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SNORT RAISED -PANEL SHOWN. LONG 'CLASSIC AND CAOo
au
aoLT SHORT 'CARRIAGE
HOUSE' ARE ALSO APPROVED. mE M
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8'
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HINGE 1A C_ LMTCRMEfMATE HINGE NEW 'B' NEW
C SEE SHEET TWO
FOR IMPACT RESISTANT CONSTRUCTION
DETAIL "A" AND STANDARD CONSTRUCT
DETAIL "B"; TRACK AND JAMB
DETAILS. M xMA ®tol
prt Tav A SHEEP
1 OF
2 DATE DESCRIPTION E
08J0ADDED INSULATEDM/
N 190. 150E 08 OS/79/05
UPDATED CODE REF. 09 09/26/05
IADDED ROLLER OPTION 121 10/21/08
JADDED M/N 4F 13 12/2009 ADDED '
CARRIAGE HOUSE' EMBOSS DOORS. 141 08/2010 1
REVISED MODEL TABLES. 15 Ot/2012 REVISED
WIND SPEED TABLE FOR ASCE7-10. 161 04/2012 ADDED
IMPACT RESISTANT OPTION. 1/ DeGIN MLYSITRDE FOW
NSU 1-S/1r THOK
MIN YNYL HAY BICJRR (ELSUATED MOOMI 25
GA MIN. STEEL
SKIN COATED WITH GALV"
EWCED-ON PRIMER AND
A BALKED -ON
POLYESTER TOP COAT APPLIED TO
BOTH SIDES OF STEEL SKIN.
THIS DOOR MEETS OR
EKCFIDiff ° THE DESIGN LOADS FOR TULTIMATEWOOSPEEDSLISTEDBELLOW
N. ACCORDI TO THEPLORM SULDRIG CODEOR THE NLERNATONAL
BOLDING CODE (BASED ON ASCE'7-10) FOR THE
FOLLOWING 0ONNURI6: 1) ENCLOSED BUILDING, 2) DOOR HAS 2'
OF WIDEN IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE, AND 4)
TESTING IN ACCORDANCE WITH ANSI/DASMA 108. SrFE-SPECIRC
CALOUTATIOLB BY A gA4&ID DESIGN PROFESSIONAL MAY OFFER 1LTONTE
VIND SPEED OM inin140
143 150
E OSIRE Pas Y B.
C, DB , C. B, C B. C B MEAN R(6 HEIGHT 28'
15' 1 25, SS 30' 1Ai UP JONIS. 3' TALL
U-BAR B•
TIECK 20 GA G1LV.
STEEL L 3- 12 a 611V.
5310. TOP
e rMap1ILT A EACH ) 14m
9QT 14 G 01LV.
ROLLER IEILGE
EACH HQ FAMEMED TO DO SOUS
MIH (4) V4.5/8'
SeW IITAL SCREE AND (4) 1/443/
4' SELF TAP14eq SCRE.b SEE VEw '
B'. r•r TALL . 29 a
QK . SIM W KS1 t AUAOtlN EKOLMON e VIM
MFA71EA4IRtP. SECTION A -
A f510E NEW1
MANUFACTURING PRODUCT CODE Y 1
Clops PAN-2F151
DATE'
9/
23 96 TIESCC
IGN
ENGINEM MARK WESTERFIEID. P
Building Products MASON. 4L : DRAWN BY, 11DA P.E. J48495, (513)
770-4800 MWW P.E. /23832. COATI
4
n CHECKED By. R AS P.E /91513 Cboav
Cxo 10. AN RkMx R.—d. 1J DESIGN LOADS: +25.0 P.
S.F. k -32.0 P.S.F. TEST LOADS: +37.5 P.
S.F. & -48.0 P.S.F. DAD RATM I MAX DOOR
stl' W
4
9'W I
16'H D* CLASSIC AND 01 RP
STEEL PAN SINGLE -CAR, 9'W +25/-
32 PSF MOVING zam— VETO 300159 IBC
CLASSIC' RAISED PANEL EMBOSS D®RS REV DATEI TION
MODELS 24 W 24 GA INS 25 GA 25 GA INS 25 GA 25 WA MUMSPREPARATIONOFUMBYOTHERS. SHEET 2 OF 2 16 -- SEE REVISION HISTORY ON SHEET ONE.
CLOPAY BM, 941 173, 75 1500, 190 76 76V
IDEAL 4RST, 4FW 4RSF 6RST 6RSF 2RST — VE8-- " ATTACHMONT [LACED FRAME 1/8- O.D. 3/8•x3• SCREWS O( 24' 1-1/B• O.D. WASHER REWIRED. LAG SCREWS
HOLIES 48, 482 42, 42D 55, 55S O MarWY COlRITE1SUFIK (BUT NOT REOURED) TO PROVIDE A ELUSH YOUNING SURFACEREQUIRED)
SHORT PANEL LWNG PANEL HORIZONTAL JAMBS DO NOT TRANSFER LOW.
W - MODEL 4F IS FLUSH AlF'RTK'L 1Aup ATf -NMENT (-90 Cx`I( OR LOGO PSI MIN. CONCRETE 11MN1
3 8'x3• SLEEVE ANCHOR BOLTS ON 24• COMM (2,000 PSI MIN. CONCRETE).
CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS WWDED WITH SLEEVE ANCHORS,
OR
MODELS 25 W 25 W INS 25 W 25 W INS 1/4'x3• TAPCON SCREWS ON 24• CENSERS (2.000 PSI MIN. CONCRETE) OR 16•
CLOPAY GM, GDSSV, CENTERS (C-90 BLOCK). 1- O.D. WASHERS REQUIRED WITH TAPCOIS.
ALLERGALLERY' G liiSS CRSSV — — ANCHORS MAY BE COUNTERSUNK (BUT NOT REWIRED) TO PROVIDE A FLUSH MOUNTING
HOLMES ARTS ARSSV
SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
ARTISTRY'
IDEAL OTHER JAMB CONFIGl1RATONS REFER TO DASMA MS-181. A LICENSED DESIGN
EDSS EDSSV
TARRIAGE HOUSE' __ __ pROF'E5510141 WY ALSO BE EMPLOYED TO APPROVE ALTOMTE FASTENERS AND/OR
JAMB CONFIGURATIONS.
2x6 YELLOW STOP MOULDING BY DOOR INSTALLER (TO SUIT)
PILE JAMB 20 GA MIN. GALV. STEEL FND STILE
IMPACT RESISTANT ASSEMBLY DETAILS
7B=
1PDRAWING300169-A
20 GA GALv. STEEL INTER. STILLS
I10g: TRACK CONFIGURATION
12GA GALV. ABOVE THE DOOR OPENING
SECTION R-R (IMPACT -RESISTANT GLAZING OPTION) MIKErsFASTENED/TB 1B GIN CAM HINGE DOES NOT AFFECT THE WIND
wmH ONE 5/18•xPERS/ 4!51[: EACH HINGESTILESWTM (4A)51ENED TO LOAD RACING OF 7HI5 DOOR.
tR/
14x5/8• SHEET METAL AL SSTRRAfCCK SUPPORT BY
2• GALA. STEEL TRACK SCREWS. SEE NEW V.
2 GA. GALA. SIFPL TRAC14 FA GALA. ROLIJ]2 HINGE FJICH HNGE e'
TALL DOORS AND uJOER MULEPm
M INS BpD T TRACK ATTACHED TO EACH FASIIIHm TO END SIDES WTI1 CH HINGE 8' sNP-
N NTEWr. OHEIWEDN FRAME AND :ACWD. WITH ONE 1/4•x5/8• BOLT k NUf OR r TWO
1/4• DIA RIVETS. SHEEr
METAL SCREWS AND (4) 1/4 x3/4• SELF 'F"
13 G G LV. STEEL FLAG BRACKET WR
TOP BRACKET TNFDOW{
INE FIICMf FACAC[. TAPPING SCREWS. SEE NEW W. EACH FASfD®ro MxD JAID WTTT1 DOUBLE HORIZONTAL 2.
10 BALL SHORT STEM STEEL (3)
a/te'xl-0/B• WOOD LAG SCREWS. TRACK Lx21nAl
McaNE vnANr ROLLER
WITH STEEL OR NYLON TIRE DOWN,
STEEL WI AND FAMAID, DOUBLE
TRACK WFFCf
IERMIf MM THE DESIGN OF THE SUPPORTING STRUCTURAL O.DIENTS SHALL BE THE DOOR
LOW
HEADROOM OPf10N O
E-PECE EUPDOCN FOLYSfY1WTE WONaI FASTOm TO F1AA1E MIN RESPONSIBR T1 OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE 10)
f8 . 3/4• PAN NOW WOWS SOWWW. AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THE I 2' OALV. STEEL TRACK faFRO
R DRAWING.
t. ITN.
TRACK T ICKMES & .aeO• FRAME
A Q Aan IMPACT -
RESISTANT CONSTRUCTION: 501D
DODIB ((NKNpp GIA71iG)) 011 DOORS WITH OPTION& NPACf-RF576fN0 DIAZ= ARE TTP.
2-1/2112 G "Y. SM TRACK 11RACET. WPICf-
IWSBfAIIf. OPIIOflAL /YEMON-MOLDED POLYCAR90HATE FRONT FRAME ND (4) TRACK 0VC ETS PER WE. OUa1G
B OE LDWN Sx2432T. AN APPROVED CC2 PLASTIC N ACCORDANCE WITH rmr• oOlnr 1p1 WOWS
2606, TIEBORECOORASSEMBLY ONHEIID COMPLIANCE CMIK TIES SECTION YFFT! THE Y TRAAY AVYAOE A3 CORD
LONE RE THE I5 OF THE FLORIDAFT.DFORDING CODE NW CHAPTER 10 F IWRLCRIO , caoE ermI®S THE IlPhcr-TEssOxr REOUWOEHis (TEE. owlet 1e Fec/Bc). MOREONIAL 7RADHL
HLPPa1NI 6Y DOORS DYER
F TALL DOOR NSGLLER OD SIxI) STANDARD ASSEMBLY
DETAILS DRAWING 300769-
8 13 a OALV. 3fEd i1A0 JAWBWW. SECTION R—
R (NON —IMPACT RESISTANT GLAZING OPTION) rr MDD JAMa
ACTH 3) s/
te 1-0 L110 SCREWS 2• CALV.
SIF73 7RAo4 17L1C1( TFECXIIEffi:.
000• MN. FRONT PRNE
WITH U.V. COATING ON OUINDE SLRFICE ( T((w.
2-1 112 DA DAM STEEL 1UTATRACK BRACKET.
IP
AW
fNNf PRAYERS IIAIWNO'HER THAN YY OBTN
CE
6LTWFDI I TIP IRKK 091Id 4f THAT FRONTFRAMEeTRICK( BRACKETS PER sDE ro 12 NB NOT
ro
EXCEED OA 1 GLAaD
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NSOC
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FOR DOORS
OVER H1ex3/4•
PAIL IFAD SClEWI. Q 1•
O0NFK TOOL TRICK J__L
EXCEED MAXox
sNNL Net SPACING PPROIDED.
CO ImILT FACTORY FOR MORE
OEIAE F ROD. yr STANDARDASSEMBLY
CONSTRUCTION
DESIGN LOWS: +25.0 P.S.F. h -32.0 P.S.F. OPTIONAL TSB. %
S8 OR 1/p ACYNIC UTFS AVAILABLE OPgMAL ACRID
aAaNC 3 PAsROuTE wnK OR u611E TEST LOADS: +37.5 P.S.F. h -48.0 P.S.F. CP APPROVED
CC2 PIAWIC N ACCORDANCE MIN BC/FWC 2W& KAMAACTURING
PRODUCT VODLOAD PATDD WIx. DID! STSA THE ENTIRE
ODOR ASSDBLY NSTNLED N COMPLIANCE RUN nos
Hcc WIND nc WUADRenuNDmNTSPAN-2F151 W 4 9'W x 16'H OF I E
FLORK A MADRD CODE OR INTDMOxNAI clepay DATD 9/23/96 DESCRPTMM OEDNG l 11UIMEETTIEUESN' CHAPTER 16 FBC ^"'
85&S DUKE
BLVD. CLASSIC AND CH RP STEEL PAN REF. aLAPER 1e
FBC/IBC). DESIGN ENGINEER : MARK WISTERFIELD. P.E. Building Products MASON, OH 45040 DRAWN BY- MWW SINGLE -CAR. 9'W +25/-32 PSF P. #23 32.
495. (513) 770-4800 ORAA/DIG NU®ERA VFR P.E E. #
91 , CO 171 c n CHECKED BY, P.E /91513
CpPWy CeFPW1WRMA1 AN Rlghh RA11AAxvWAL B 300159 IBC
Minn Marc
Footer / Sefhacic
REQUIRED INSPECTION SEQUENCE
BP# 1 x - 3 1 l3iC Q rt lrtll,rae'=
Stemwall
Foundation / Form Board. Survey
Slab [ Mono Slab Pre our
Lintel / Tie Beam / FilI / Down Cell
Sheathing ,, Walls,
Sheathing- Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrocic
Lath Inspection
Final Solar 11
Final Roof
Final Stucco / ,Siding
Insulation Final
Final Utility Building -
Final Door
Final Window
Final Scree'Room
Final. Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo 1
Final Demo
Final Single !Family Residence ;.:
Final. Building Other
REVISED: June 2014
D'1LSD
MllDIl I Max. ltpi ectIl®nn ]1De ri2flou
Electcic. Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
i _._$Wig..$.ur'dC.,c,l y i'Y4 i,x"',
Minn Mpg,
S.:E iG'ht.'S£P
r ,
7 '4,i l+E,•at'
ICnn Deetn® IDe en'np 4n®n
S
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
Min Max I<nn e ll®nn liDe en'Il]DtIl®mt
Mechanical Rough
Mechanical. Final
Minn Max rms ec onn.IlDesen-n >tn®nn
Gas Underground
Gas Rough
Gas Final