HomeMy WebLinkAbout116 Keywood DrD, =
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CITY OF SANFORD
UILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: v Documented Construction Value: $ 00
Job Address: 11 V wp v W 00 r Historic District: Yes No
Parcel ID: '3)- 1 ct- 30 -5C,S - 0006 - 6 Z 50 Zoning:
Description of Work: pep 1 A Ce G A r A C -e_, b
Plan Review Contact Person: 'b'6 6 ; ' d"S + h4c- Title:
Phone: 4/ 0-7 •3 31 U 8-0'-I Fax: q 0-1 - 8S y - 8 5 ! 7 E-mail:
Property Owner Information
Name 'J x' e etru rv Phone: 3 U 5 - q98 - -36 6 9
Street: 11 6 ffn v won 1\3 r Resident of property? : yC3
City, State Zip: ( N )
1 v J ( 3 2 7 7 (
Contractor Information
Name j) YAM (dz Po, `I er Phone: 911 - 3 71 - 72 y2
Street: 11 77 01(a i e meni b 2 Fax:
City, State Zip: J rrA-,6 A 4'-_1 34 2 3 L State License No.: C ICI a-'5sab5^
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Building Permit
Square Footage:
No. of Dwelling Units:
Electrical
New Service — No. of AMPS:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type: No. of Stories:
Flood Zone:
Plumbing
New Construction - No. of Fixtures:
Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation 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.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
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.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be 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. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
1-27-1)
Signature of Owner/Agent Date Si nature of Contractor/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Prin ntractor/Agent's Name
Signature of Notary -State of Florida Date
as \
16it1{tsirig ,}
fir.
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Contractor/Agent :
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Produced ID --o?Tyke ® ID r
UTILITIES:
1011l101"I"
FIRE: BUILDING:
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Rev 11.08
a
STORE COPY
INSTALLATION SERVICES CUSTOMER CONTRACT - MWORK - GARAGE DOOR 1
y
r: - DALTON
LOWE'S OF SANFORD, FL; STORE # 1657 STORE PHONE: (407) 430 4060
3780 ORLANDO DRIVE SALESPERSON: JORDAN HOFF
SANFORD, FL 32773 I I SALESPERSON ID: 1493025
Document Print Date . 01 /20/2011
This is only a Quote for the merchandise and services printed below. This becomes an agreement upon payment and
an endorsement by a Lowe's register validation. Upon such payment and endorsement, the entire agreement, includingthespecificallycompletedpagesofthisdocument, the Terms and Conditions included with this document and any otheraddendaorattachmentshereto, shall be referred to herein as this "Contract_'
PLEASE READ THIS ENTIRE DOCUMENT INCLUDING THE "TERMS AND CONDITIONS." BEFORE SIGNING
Lowe's Registration or Contractor License Number I Lowe's Contractor Name
Customer Name Home Phone
S DIXIE LEMONS 305-495-3569
O Customer Address Other Phone
116 KAYWOOD DR
L City State r' Province Zip. -Postal Code
D SANFORD FL 32771
Installation Address
T 116 KAYWOOD DR
0 Installation City Installation StatelProvince Installation Zip.. -'Postal
Code
SA N FO R D FL 32771
MERCHANDISE AND INSTALLATION SUMMARY
MERCHANDISE SUMMARY
Materials price 1 $ 138g.t70
INSTALLATION DESCRIPTION
ation : 16x7 Garage Door Size: 16 x 7
rage Door Color : white Describe extra Installed Garage Door Accessories : jamb upgrade
e 1657 Project No, 316601133 for 0IXIE LEMONS
Page 1 of 5
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No
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STORE COPY
W1 GDO be installed-: Yes Was GDO Included in m2o created order . Yes
Eisting Damage: No Customer Understands Scope of the Project : Yes
Frrnit Required : Yes Who Will Obtain Permit: Installer
F-.rmrt Fee : Yes Additional Miles Traveled over 20 : 0
Gscribe Other Work Needed : jamb upgrade Other Work Charge: Yes
Gmments : garage door replacement
Labor Charges $ 218-4
Detail Deduction _$ 0.0
Additional Specifications:
flotation: Lowe's will not make structural modifications, paint or stain or removelreinstalf security system equipment. Installer will plug cord into 110V receptaclewithin3' of opener. Lowe's does not run new wiring.
additional Specifications. The Environmental Protection Agency (EPA) has requested that Lowe's notify installation customers that a lead based paint hazardnayexistindwellingsbuiltpriorto1978. See pamphlet EPA 747-K-99-001 for details.°
TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES
e applicable labor is taxable.check local tax restrictions
SUB -TOTAL 1607
TAX 3 0
DELIVERY 0
ORDER TOTAL 1607
BALANCE DUE
fork is to commence upon reasonable availablity of Contractor which is anticipated to be [fill in date].
stimated completion date is (fill in date;.
10TICE TO CUSTOMER
Al items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing
n'th i s -cont ract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation
m Stot 1657 Project No. 316601133 for DIXIE LEMONS
Page 2 of 5
STORE COPY
necessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom-
er. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRACT. BY SIGNING
BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ: UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON
THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE.
WETNESS OUR HAND(S) AND SEAL(S) BELOW THIS 6 1DAY OF J004leV i, L' .
Lowe's Home Centers, Inc.
By. Seal
Print Name-, 14
Address
city State! Provitloe Zip! Postal Code
r'i ictnrnnr "F - - -...
Chwer (
Seal)
Print Name
Spouse
Pnnt Name
Seal)
r , .• ..rJ' ,,,,,Y„ .. , , ,,,,Ff y .,w ,,, N, Iwo V vUz tvIIIVJ a t:At:!UauU11 nereUT. TOLL ine customer may cancel this transaction
at any time prior to mildnight on the third business day after the date of this transaction. See the attached Notice of Right to Cancel for an explanation ofthisright.
a Store 1657 Project No. 316601 133 for DIXIE LEMONS Page 3 cf 5
i STORE COPY
TEM4S AND CONDITIONS
rious independent and separate corporations use this foam. Therefore, within this Contract, the term "LcAve's' shall refer individually to one of the folio -rang corpora,
this Contract: 'Lowe's Home Centers, Inc." (a North Carolina corporation and wholly owned subsidiary of Lowe's Companies_ Inc_, a North Carofina corporation).
sJ sates contract (-the 'Contract'), Customer agrees to purchase and Lowe's agrees to sell the goods andior materials (the 'Goods') and the services to install same
awe -identified premises (the 'Premises') for the stated total cash price (the "Price") and according to the specifications and other provisions of the Contract doCu-
he Addendum, if and to the extent applicable, (c) and any attached sketches, materials fists, floor plans, andior specification sheets.
horizes Lowe's (a) to arrange for the Installation Services to be performed by an experienced independent contractor {the "Instafler'lflicensed when legally required),
erform the Installation Services, (c) to inspect the Installers work, and (d) to pay the Irstailer after completion of the work and after receipt of a certificate, signed and
satisfactorily completed 5the 'Certificate of Completion'). Customer understands that Lowe's will rely upon the Certificate of Comp;etion in paying the Installer for the
the Goods to the Premises. Any surplus materials upon completion of the Installation Services shalt remain the property of Lowe's and shall be returned to Lowe's by
ae's covers the Goods, Installation Services, and applicable taxes. The Price assumes sound existing substructures, superstructure and points of attachments. The
sonable profit to Lowes of having to provide additional Goods andior Installation Services as a result of defective substructures, superstructures, or points of attach-
ief to Lowe's is due in full upon execution of the Contract.
3,000 OR LESS. If this Contract is fox a Price of S3,000 or less, Lowe's, on behalf of itself, its Installer, and any subcontractor(s), hereby fully and unconditionally
II mechanic's liens, materialman s liens and other liens in the Premises which Lovxe's might have or acquire, by operation of law or otherwise, as a result of this Con-
aying its Installer belongs to Lowe's and not to Customer. Lowe's has required the Installer. on behalf of itself and any subcontractors . to fully and unconditionally
echanic's liens, materialman's liens and other liens in the Premises which the installer or subcontractor might have or acquire now or in the future, by operation of
rately states the entire agreement between Customer and Lowe's concerning this sale of Goods and Installation Services and replaces and supersedes all prior
reto, both oral and written. Any additions or changes to this Contract must be in writing signed ny Customer and Lowe's.
D5 J LOWE'S WARRANTY FOR INSTALLATION SERVICES. Customer Is entitled to any warranty provided by a manufacturer of the Goods sold under this Con-
h any manufacturer consumer warranty information accompanying the Goods, and Customer may also obtain such information by contacting Lowe's. Lowe's does
that the Installation Services will be performed by the Installer in a good and workmanlike manner. Lowe's warranty for Installation Services shall extend for a peri-
if Completion is signed oy Customer or for such greater period as may be required by applicable law governing consumer warranties for workmanship (the Vfafrarq
notice within the Warranty Period of any warranty claim relating to Installation Services. Customer agrees that its sole and exclusive remedy against Lowe's for a
workmanlike manner. !nciuding the repair or replacement of any Goods if and to the extent reasonably necessary to oofrect the defective Installation Services. Cus-
we's for a warranty claim.. including without limitabon remedy fa loss or damage caused by normal wear and tear, loss or damage which has not been reasonably
God, incidental or consequential damages for lost profits, sates, injuries to persons or property. of any other incidental or consequential damages. Lowe's warranty
y other warranty expressed or implied, including without limitation any implied warranty of merchantability or fitness for a particula• purpose. In connection with any
to Lowe's, to prepare the Premises_ including the removal and replacement of fixtures incident to the repair area, so that Lowes, or its designee. can correct the de-
lay.
1JILDING CODES, ZONING ORDINANCES, AND OTHER LAWS. Lowe's shall be responsible to Customer for obtaining any and all licenses and building permits
Utract. If Customer obtains permits on his own. Customer will be precluded from claiming against certain state guaranty funds relating to home improvements.
for the Contract's being performed in compliance with all applicabfe safety rules and all existing buildind co7es, zoning ordinances and other laws. Lowe's shall not
or DIXIE LEMONS
Page 4 of 5
STORE COPY
i be responsible for any pre-existing violations of safety rules, building codes, zoning ordinances or other laws. If a change occurs to any applicable safety rula building code, zoning ordinance or other jaw
I which requires additional Goods and -or Installation Services to perform the Contract, Customer agrees to pay Lowe's the cost and reasonable profit for such additional Goods and Installation Services and toi
execute a resulting change order or new replacement Contract as requested by Lowe's.
8
CUSTOMER'S WARRANTY AGAINST VIOLATIONS OF EASEMENTS, COVENANTS, AND THIRD PARTY RIGHTS, Customer warrants that performance of this Contracr. by Lowe's and its fnstallervvi'I not
violate any existing real property easements, covenants, or rights of third parties holding an interest in the real property being improved.
UNDISCLOSED CONDITIONS IN PREMISES. If Installer discovers any defect, weakness or dangerous condition including. but in no way limited to, mold, mildew, rot, asbestos or infestation {'Undisclosed
LU Condition'1 in the Premises' structure, substructure: super -structure or points of attachment. Customer must remedy the Undisclosed Condition at Customer's sole cost and expense ant to Lowe's sole satisfac-
tion or refuses to permit inspection of the Premises as set forth below, Low-s may terminate this Contract without remedy or recourse to Customer_ If Customer and Lowe's disagree as to whether an Undis-
closed Condition exists. Lowe's will obtain the services of an inspector at Lowe's sole cost and expense whose report shall be final and conclusive as to whether an Undisclosed Condition exists.
w ARBITFItATION. It Customer has any questions or complaints regarding the Contract, Customer may contact the Lowe's Manager or Installed Sales'Specialist whose names and telephone number appearJ
r
elsewhere on the Contract. All disputes and claims between Customer and Lowe's concerning this Contract which either party believes cannot be resolved intormalfy, including without limitation any warrantya
claims, shall be resolved by binding arbitration conducted by a single arbitrator under the current auspices. rules and consumer procedures and protocols of the American Arbitration Association (as amended)
and in accordance with applicable state and federal laws. The parties to this Agreement specifically agree that no class action arbitration of any type may be ordered by a Court or arbitrator(s) under this Agree
meet and, in addition. that there shall be no joinder of parties, except for joinder of parties to the transaction covered by this Agreement_ The arbitration shall be held in the city or county where the Premisesun
are located or in such other convemer_t location as the parties may mutuafly agree. No discovery shall be alJowed except as may be agreed to in writing by the parties. Either party may demand arbitration, andO
the arbitrator's final award shall be issued within ninety (90) days after service of the arbitration demand on the other party,
REMEDY FOR BREACH, if Customer breaches this Contract, Lowe's, or its assigns, shall be enttled to recover the greater a« liquidated damages in the amount of 20% of the total Contract price or such aM-
al damages as Lowes, or its assignees, prove. Also, if Customer fails to pay Lowe's in accordance with this Contract, Lowes shall be entitled to recover its legal costs, including reasonable attomey's fees, in
connection with arbitrating, obtaining judgment on an arbitration award, or otherwise pursuing Customer for collection. Customer agrees that Lowe's reasonable attorney's fees shall constitute 151.4, of theC
amount owed under the Contract, arbitration award or judgment.
c UNAVOIDABLE DELAY OR FAILURE IN PERFORMANCE EXCUSED. Any delay or failure by Lowe or its Installer in performing this Contract because of strike, fire, flood, acts of God, inability to obtainsGoods, o r any other causes beyond the reasonable control of Lowe's or its Installef shall be excused and shall not be breaches of this Contract.
MISCELLANEOUS. This Contract shall be interpreted under and governed by the law of North Carolina_ If any provision of this Contract is contrary to any law to which it is subject. such unlawful provisionC
t shall be ineffective without invaiidating the other provisions which shall remain in full force and effect. All parties to this Agreement acknowledge that if this Agreement is executed, or to the extent this Agree-
ment is to be performed. within the states of Alaska. Arizona, California, Colorado, Hawaii, Idaho, Montana, Nevada, Oregon, Utah, Washington, Wyoming, it is an Agreement exclusivery with Lowe HIW, Inc.
and no rights or remedies shall be available from any other Lowe's entity. ff this Agreement is executed, or to the extent this Agreement is to be performed, outside of Alaska, Arizona, Cal fornia, Colorado,
Hawaii. Idaho, Montana, Nevada, Oregon, Utah, Washington, Wyoming, it is an Agreement with Lowe's Home Centers, Ir.-c. and no rights or remedies shall be available from any other Love's entity. The terms
of this Agreement shall inure to the benefit of Lowe's Companies, Inc., as well as its wholly owned subsidiaries. It is agreed that Love's Companies: Inc. or any of its wholly owned subsidiaries may bring any
action for recourse or remedy sought by Lowe's. It is further agreed that the other party to this Agreement steal+ be lim;ted to seeking recourse or remedy exclusively from the specific Lowe's corporaticn with
which this Agreement is executed_ as evidenced on the signature page, and none other.
M SPECIAL NOTICES. CONSTRUCTION I'NOUSTRIES RECOVERY FUND PAYMENT MAY BE AVAILABLE FROM THE CONSTRUCTION INDUSTRIES RECOVERY FUND IF CUSTOMER LOSES MONEY
ON A PROJECT PERFORMED UNDER CONTRACT. WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A STATE -LICENSED CONTRACTOR_ FOR INFORMATION
ABOUT THE RECOVERY FUNO AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRIES LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS:
904) 630-2080 AND 7960 ARLINGTON EXPRESSWAY SUITE 300, JACKSONVILLE, FL 32211-7467.
V
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N Store 1657 Project No. 316601133 for DIXIE LEMONS Page 5 of 5
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
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VALUE SUMMARY
VALUES
2011 2010
Working Certified
GENERAL
Value Method Cost/Market Cost/Market
Parcel Id: 32-19-30-5GS-0000-0750
Number of Buildings 1 1
Owner: LEMONS DIXIE C
Depreciated Bldg Value 107,814 114,282Own/Addr:
Depreciated EXFT Value 800 850
Mailing Address: 4330 BAY POINT RD
Land Value (Market) 30,000 30,000City,State,ZipCode: MIAMI FL 33137
Land Value Ag 0 0PropertyAddress: 116 KAYWOOD DR SANFORD 32771
Just/Market Value 138,614 145,132SubdivisionName: KAYWOOD REPLAT
PortablityAdj 0 0TaxDistrict: S1-SANFORD
Save Our Homes Adj 0 0Exemptions:
Amendment 1 Adj 0 0Dor: 01-SINGLE FAMILY
Assessed Value (SOH) 138,614 145,132
Tax Estimator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 138,614 0 138,614
Amendment 1 adjustment is not applicable to school assessment) Schools 138,614 0 138,614
City Sanford 138,614 0 138,614
SJWM(SaintJohns Water Management) 138,614 0 138,614
County Bonds 138,614 0 138,614
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
SALES
Deed Date Book Page Amount Vac/Imp Qualified
WARRANTY DEED 12/2010 07500 0552 $165,000 Improved Yes
CORRECTIVE DEED 11/2010 07490 1573 $100 Improved No
QUIT CLAIM DEED 05/2009 07179 1818 $100 Improved No
2010 VALUE SUMMARY
QUIT CLAIM DEED 11/2003 05099 0361 $100 Improved No
2010 Tax Bill Amount: 2,915
WARRANTY DEED 04/2003 04813 1366 $148,900 Improved Yes
2010 Certified Taxable Value and Taxes
WARRANTY DEED 04/2003 04813 1365 $100 Improved No
DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
FINAL JUDGEMENT 04/2002 04387 0226 $100 Improved No
WARRANTY DEED 03/1998 03390 1004 $111,900 Improved Yes
WARRANTY DEED 12/1996 03171 0045 $104,000 Improved Yes
WARRANTY DEED 07/1987 01873 1458 $86,000 Improved Yes
Find. Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION
Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick
LOT 0 0 1.000 30,000.00 $30,000 LEG LOT 75 KAYWOOD REPLAT PB 30 PGS 27 & 28
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value
Est. Cost
New
Buildino 1 SINGLE FAMILY 1987 6 1,824 2,406 1,824 CB/STUCCO FINISH $107,814 119,131
Sketch
Appendage / Sgft GARAGE FINISHED / 572
Appendage / Sgft OPEN PORCH FINISHED / 10
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base.
Semi Finshed
http://www.scpafl.org/web/re—web.seminole—county title?parcel=3219305GS00000750&c... 1/24/2011
Florida Building Code Online b.. . _ _ -
BCIS Home Log In
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search. > Application List > Application Detail
r 1., u eS4e y`k
Application Type Revision
Code Version 2007
Tt.T
Application Status Approved
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Wayne -Dalton, a division of Overhead Door Corporation
3395 Addison Drive
Pensacola, FL 32514
850) 475-6000
gtaylor@Wayne-Dalton.com
Greg Taylor
gtaylor@Wayne-Dalton.com
Karen Reed
httD://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquimeb8GbxRyWG4a6mWcHyeMT5fWGkuLZs%3d 3/30/2010
Florida Building Code Online
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who
developed the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
3395 Addison Dr.
Pensacola, FL 32514
850)475-6188
kreed@wayne-dalton.com
Exterior Doors
Sectional Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licer
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Jeffrey P. Arneson
PE-58544
Intertek Testing Services NA Inc. - ETL/Warnock Hersey
03/06/2020
Dole J. Kelley
Validation Checklist - Hardcopy Received
FL8248 R5 COI Cert Ind.pdf
Standard
ANSI/DASMA-108
ANSI/DASMA-115
TAS-201
TAS-202
TAS-203
Year
2002
2005
1994
1994
1994
httn://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquimeb8GbxRyWG4a6mWcHyeMT5fWGkuLZs%3d 3/30/2010
Florida Building Code Online
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/21/2009
Date Validated 04/27/2009
Date Pending FBC Approval 05/04/2009
Date Approved 06/09/2009
Date Revised 02/12/2010
Summary of Products
iFL # Model, Number or Name Description
8248.1 8000/8100 #1101 9' Max width. 14' Max height. Glazing available in top
intermediate section.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +22.90/-26.30
1 Other: Glazing is not impact resistant and does not
meet the requirements for wind-borne debris regions.
Installation Instructions
FL8248 R5 II 1101 P3.pdf
FL8248_R5_I_I_3074.9.4 P8 Track_ Supplement Chart.p
FL8248 R5 II Jamb Connection Supplement P8.pdf
Verified By: Jeffrey P. Arneson FLORIDA PE 58544
Created by Independent Third Party: Yes
Evaluation Reports
FL8248 R5 AE FL8248-R5 Evaluation Report.pdf
Created by Independent Third Party: Yes
8248.2 8000/8.100 # 1102 9' Max width. 14' Max height. Glazing available in top
intermediate section.
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL8248 R5 II 1102 P3.
pd11
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqujmeb8.GbxRyWG4a6mWcHyeMT5fwGkuLZs%3d 3/30/2010
Florida Building Code Online a- - -- -
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +26.90/-30.80
Other: Glazing is not impact resistant and does not
neet the requirements for wind-borne debris regions
8248.3 000/8100 # 1103
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35.70/-41.00
Other: Glazing is not impact resistant and does not
meet the requirements for wind-borne debris regions
000/8100 #1104
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +46.00/-52.00
Other:
8248.5 8000/8100 # 1121
FL8248_R5_II 307494 P8 Track_ Supplement Cha_rt.,p
FL8248 R5 II Jamb Connection Supplement P8.pdf
Verified By: Jeffrey P. Arneson FLORIDA PE 58544
Created by Independent Third Party: Yes
Evaluation Reports
FL8248 R5 AE FL8248-R5 Evaluation Report.pdf
Created by Independent Third Party: Yes
9' Max width. 14' Max height. Glazing available in top
intermediate section.
Installation Instructions
FL8248 R5 II 1103_P3.pdf
FL8248_RS_II_307494 P8 Track Supplement C_hart.p
FL8248 R5 II Jamb Connection Supplement P8.pdf
Verified By: Jeffrey P. Arneson FLORIDA PE 58544
Created by Independent Third Party: Yes
Evaluation Reports
FL8248 RS AE FL8248-R5 Evaluation Report. df
Created by Independent Third Party: Yes
9' Max width. 14' Max height. Glazing available in top
intermediate section.
Installation Instructions
FL8248 R5 II 1104 P3.pdf
FL8248 R5 II 307494 P8_Track_Supplement Chart.p
FL8248 RS II Jamb Connection Supplement P8.pdf
Verified By: Jeffrey P. Arneson FLORIDA PE 58544
Created by Independent Third Party: Yes
Evaluation Reports
FL8248 R5 AE FL8248-R5 Evaluation Report.pdf
Created by Independent Third Party: Yes
16' Max width. 14' Max height. Glazing available in to
Dr intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL8248 R5 II 1121 P3 pdf
Approved for use outside HVHZ: Yes FL8.248_R5_II_307494 P8 Track_ SupplementChart..p
Impact Resistant: No FL8248 R5 II Jamb Connection Supplement P8.pdf
Design Pressure: +15.30/-17.00 Verified By: Jeffrey P. Arneson FLORIDA PE 58544
httn://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqujmeb8GbxRyWG4a6mWcHyeMT5fWGkuLZs%3d 3/30/2010
Florida Building Code Online
Other: Glazing is not impact resistant and does not Created by Independent Third Party: Yes
meet the requirements for wind-borne debris regions. Evaluation Reports
FL8248 R5 AE FL8248-R5 Evaluation Report.pdf
Created by Independent Third Party: Yes
8248.6 8000/8100
Limits of Use
Approved for use in HVHZ: No
A roved for use outside HVHZ: YesPp
Impact Resistant: No
Design Pressure: +,23.00/-25.00
Other: Glazing is not impact resistant and does not
jmeet the requirements for wind-borne debris regions
am
imits of Use
Approved for use
Approved for use
Impact Resistant:
Design Pressure:
Other:
K
8000/8100 # 1123
in HVHZ: No
outside HVHZ: Yes
Yes
30.00/-33.50
000/8100 # 1124
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +34.40/--38.30
Other:
16' Max width. 14' Max height. Glazing available in r-o
or intermediate section.
Installation Instructions
FL8248 R5 II 1122 P3.pdf
FL8248 R5_ II_307494_ P8__Track Supplement Chart.p
FL8248 R5 II Jamb Connection Supplement P8.pdf
Verified By: Jeffrey P. Arneson FLORIDA PE 58544
Created by Independent Third Party: Yes
Evaluation Reports
FL8248 R5 AE FL8248-R5 Evaluation Report.pdf
Created by Independent Third Party: Yes
Maxth. 14' Max height. Glazing available in to
ate section.
F8)y
tion Instructions
R5 II 1123 P3.pdf
R5_II_307494 P8_Track _Sup plement Chart,.p
R5II JambConnection Supplement P8 pdf
By: Jeffrey P. Arneson FLORIDA PE 58544
by Independent Third Party: Yes
ion Reports
R5 AE FL8248-R5 Evaluation Report.pdf
by Independent Third Party: Yes
116' Max width. 14' Max height. Glazing available in to
or intermediate section.
Installation Instructions
FL8248 R5 II 1124 P3.pdf
FL.8248_R5_II_307494 P8_T_rack._Sup,ple_mentChart..p
FL8248 R5 II Jamb Connection Supplement P8.pdf
Verified By: Jeffrey P. Arneson FLORIDA PE 58544
Created by Independent Third Party: Yes
Evaluation Reports
FL8248 R5 AE FL8248-R5 Evaluation Report.pdf
f1n,1An1ii6lclina erg/nr/mr am) dtl.aspx?param=wGEVXQwtDqujmeb8GbxRyWG4a6mWcHyeMT5fWGkuLZs%3d 3/30/2010
Florida Building Code Online
II Created by Independent Third Party: Yes
8248.9 8000/8100 #1125 16' Max width. 14' Max height. Glazing available in to
or intermediate section.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +46.00/-52.00
Other:
Installation Instructions
FL8248 R5 II 1125 P3 pdf
FL8248_R5_II_3.07494_P8 Track Supplement Chart.p
FL8248 R5 II Jamb Connection Supplement P8.pdf
Verified By: Jeffrey P. Arneson FLORIDA PE 58544
Created by Independent Third Party: Yes
Evaluation Reports
FL8248 R5 AE FL8248-R5 Evaluation Report.pdf
Created by Independent Third Party: Yesj
i
8248.10 8000/8100 # 1141 18' Max width. 14' Max height. Glazing available in tolorintermediatesection.
iLimits
of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +18.50/-20.70
Other: Glazing.is not impact resistant and does not
meet the requirements for wind-borne debris regions.
Installation Instructions
FL8248 R5 II 1141 P3 pdf
FL8248_R5_I_I_307494. P8,. Track Supplement Chart.p
FL8248 R5 II Jamb Connection Supplement P8.pdf
Verified By: Jeffrey P. Arneson FLORIDA PE 58544
Created by Independent Third Party: Yes
Evaluation Reports
FL8248 R5 AE FL8248-R5 Evaluation Report.pdf
Created by Independent Third Party: Yes
8248.11 8000/8100 # 1142 18' Max width. 14' Max height. Glazing available in tolorintermediatesection.
Limits of Use Installation Instructions
Approved for use in HVHZ: No
j Approved for use outside HVHZ: Yes
iImpact Resistant: Yes
Design Pressure:+34.40/-38.30
Other:
FL8248 R5 II 1142 P3.pdf
FL8248 R5_II 307494 P8 Track Supplement Chart.p
FL8248 R5 II Jamb Connection Supplement P8.pdf
Verified By: Jeffrey P. Arneson FLORIDA PE 58544
Created by Independent Third Party: Yes
Evaluation Reports
FL8248 R5 AE FL8248-R5 Evaluation Report.pdf
Created by Independent Third Party: Yes
248.12 8000/8100 #1143 18' Max width. 8' Max height. Glazing available in toprintermediatesection.
httn://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquimeb8GbxRyWG4a6mWcHyeMT5f\VGkuLZs%3d 3/30/2010
Florida Building Code Online
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL8248 R5 II 1143 P3.pdf
FL8248 R5 II 312957 P6 8000-8024-8100-8124
Post.pdf
FL8248 RS II Jamb Connection Supplement P8.pdf
Impact Resistant: Yes
Design Pressure: +34.40/-38.30
Other: Verified By: Jeffrey P. Arneson FLORIDA PE 58544
Created by Independent Third Party: Yes
Evaluation Reports
FL8248 R5 AE FL8248-R5 Evaluation Report.pdf
Created by Independent Third Party: Yes
8248.13 8000/8100 # 1144 18' Max width. 8' Max height. Glazing available in top
intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL8248 R5 II 1144 P3.pdf
FL8248 R5 II 312957 P6 8000-8024-8100-8124
Post.pdf
FL8248 R5 II Jamb Connection Supplement P8.pdf
Impact Resistant: Yes
Design Pressure: +46.00/-52.00
Other: Verified By: Jeffrey P. Arneson FLORIDA PE 58544
Created by Independent Third Party: Yes
Evaluation Reports
FL8248 R5 AE FL8248-R5 Evaluation Report.pdf
Created by Independent Third Party: Yes
i
8248.14 000/8100/8200 # 1100 9' Max width. 14' Max height. Glazing available in toprintermediatesection.
Limits of Use Installation Instructions
j Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +15.90/-18.20
Other: Glazing is not impact resistant and does not
FL8248 R5 II 1100 P3.pdf
FL8248 R5 II 307494 P8 Track Supplement Chart..p
FL8248 R5 II Jamb Connection Supplement P8.pdf
Verified By: Jeffrey P. Arneson FLORIDA PE 58544
Created by Independent Third Party: Yes
meet the requirements for wind-borne debris regions. Evaluation Reports
FL8248 R5 AE FL8248-R5 Evaluation Report.pdf
Created by Independent Third Party: Yes
8248.15 8000/8100/8200 # 1120 . 16' Max width. 14' Max height. Glazing available in to
or intermediate section.
Limits of Use Installation Instructions
http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquimeb8GbxRyWG4a6mWcHyeMT5fWGkuLZs%3d 3/30/2010
Florida Building Code Online
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +12.40/-13.80
Other: Glazing is not impact resistant and does not
meet the requirements for wind-borne debris regions
248.16 118000/8100/8200 # 1140
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +12.40/-13.80
Other: Glazing is not impact resistant and does not
meet the requirements for wind-borne debris regions.
FL8248 R5 II 1120 P3.pdf
FL8248 R5_II_307494 P8_Track, Supplement Chart
FL8248 R5 II Jamb Connection Supplement P8.pdf
Verified By: Jeffrey P. Arneson FLORIDA PE 58544
Created by Independent Third Party: Yes
valuation Reports
FL8248 R5 AE FL8248-R5 Evaluation Report.pdf
Created.by Independent Third Party: Yes
18' Max width. 14' Max height. Glazing available in to
or intermediate section.
Installation Instructions
FL8248 R5 II 1140 P2.pdf
FL8248 R5 II 307494 P8 Track Supplement Chart_p
FL8248 R5 II Jamb Connection Supplement P8.pdf
Verified By: Jeffrey P. Arneson FLORIDA PE 58544
Created by Independent Third Party: Yes
Evaluation Reports
FL8248 R5 AE FL8248-R5 Evaluation Reportdf
Created by Independent Third Party: Yes
Back Next
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
650) 487-1824, Fax (850) 414-8436
2000-2010 The State of Florida. All rights reserved.
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Florida Building Code Online
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VerlElgn'•
Secured
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDquimeb8GbxRyWG4a6mWcHyeMT5fWGkuLZs%3d 3/30/2010
1. GLAZING OPTIONS - .090' MINIMUM 13 CA HORIZ ANGLE
SSB;,GLAZING IN M06DED FRAMES
SCREWED TOGETHER WITH A MINIMUM OF
10) /Ba1' SCREWS INSTALLED IN TOP OR 13 GA FLAG ANGLE
INTERMEDIATE SECTION (WITH OR WITHOUT
DECORATIVE INSERTS) MEETS UNIFORM
STATIC WIND PRESSURES SHOWN ON THIS 16 CA MIN HORIZ
DRAWING. GLAZING SHALL HAVE A TRACK
MAXIMUM HEIGHT OF 10.69*.. AND A
MAXIMUM LENGTH OF 16.94'. GLAZING IS 5/160-5/8"
NOT IMPACT RESISTANT AND DOES NOT LAG SCREW (MIN 3
MEET THE REOUIREMENTS_ FOR ASSHOWN) WIND-
BORNE DEBRIS REGIONS. 4)
1/4-2Ox9/16" LARGE 2.
VINYL OR WOOD DOOR STOPNAILEDA HEAD TRACK BOLTS OR I MAXIMUM
OF 6' O.C. MUST OVERLAP TOP 1/4-20 STUDS WITH YI AND
BOTH ENDS OF PANELS MINIMUM 1/4-20 HEX NUTS a. 7/
16" TO MEET NEGATIVE PRESSURES. 16 GA
MIN -VERT 3. KEY
LOCK, SLIDE LOCKS, OR` TRACK OPERATOR REWIRED.
1/4-
200/16" TRACK 4. LOUVER
OPTION - .040' MINIMUM BOLT AND 1/4-20 HEX LOUVERS IN
MOLDED FRAMES SCREWED NUT AT .EACH JB-US TOGETHER PITH
A MINIMUM OF (10) 08-l' JAMB BRACKET LOCATION SCREWS INSTALLED
IN THE BOTTOM SECTION. LOUVERS
ARE NOT IMPACT RESISTANT AND
DO NOT MEET THE 5/16x1-5/8'LAG s REOUIREMENTS
FOR WIND-BORNE DEBRIS SCREW AT EACH REGIONS. - JAMB
BRACKET 5. SECTION
STEEL TO HAVE A MINIMUM 26 CA
THICKNESS. 6. THE
DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
SHALL BE THE RESPONSIBILITY OF
THE PROFESSIONAL 15 GA STIFFENED OF RECORD
FOR THE BUILDING OR JAMB BRACKETS STRUCTURE AND
IN ACCORDANCE WITH SEE SCHELDULE FOR CURRENT BUILDING
CODES FOR THE OUANITY, LOCATION, LOADS LISTED
ON THIS DRAWING. AND TYPE 7. DOOR
JAMB TO BE MINIMUM 2.6 KEY LOCK OR SLIDE LOCK STRUCTURAL GRADE
LUMBER. REFER TO EACH END (NOT REOUIRED JAMB CONNECTION
SUPPLEMENT FOR WITH OPERATOR - SEE ATTACHMENT TO
SUPPORTING STRUCTURE, NOTE 3). SLIDE LOCK SHOWN FOR
CLARITY B. FOR
LOW HEAD ROOM LIFT CONDITIONS, TOP
BRACKET SHALL BE A 13 GA
LHR 7/4 TOP BRACKET WITH A NOTE: (4) SECTION SOLID DOC MINIMUM OF (
3) 1/4-14r7/8" SELF SHOWN. SEE SHEET 2 FOR U-E DRILLING CRIMPTITE
SCREWS IN LIEU OF LOCATIONS ON DOORS WITH OTH THE BRACKET
SHOWN ON .THIS DRAWING. SECTION OUANTITIES AND SEE N U-BAR
ON TOP SECTION SHALL BE THIS SHEET FOR GLAZING OPT101 INSTALLED ON
TOP OF LHR TOP BRACKETS. r
SUPERIMPOSED
DESIGN
PRESSURE LOADS ON
SUPPORTING STRUCTURE DOOR WIDTH
DOOR
HEIGHT
UNIFORM
LOAD EACH JAMB (PLF) 10'-0'
ALL 115.0/-125.0 12'-0'
ALL 138.0/-150.0 14'-0'
ALL 161.0/-175.0 15-0"
ALL 172.5/-187.5 16'-0"
ALL 184.0/-200.0 MARK R.
BARROW, PE FLORIDA LICENSE
NO. 57389 TEXAS LICENSE
NO. 93119 JAMB BRACKET
SCHEDULE DOOR HEIGHT
NO.
OF
SECTIONS NO,
JAMB
BRACKETS EACH
JAMB)
TRACK TYPE
LOCATION
OF
CEN UNE OF JAMB BRACKETS MEASURED
FROM BOTTOM OF TRACK (
ALL DIMENSIONS t 2") 6'-6'
4 4 OI 4" (01). 34' (JB—US), 44' (01). 56" (JB—US) 6'-6'.
4 4 FAT 0' (JB—US), 25-3/4" (JB—US). 39' (JB—US), 57-1/4" (JB—US) 7'—.0'
4 4 01 4" (01). 29-1/2" (JB—US), 44" (01), 63-1/4" (JB—US) 7'-0'
4 4 FAT 0' (JB—US), 29-3/4" (JB-US), 42- (JB—US), 63-1/4' (JB—US) 7'-6'
5 6 01 JB—US), 14" (01). 28-1/2". (JB—US), 43" (01), 62-1/2" (01). 72" (JB—US) 7'-6'
S 6 FAT p (JB—US), 10' (JB—US), 26-3/4' (JB-US), 45" (JB—US), 63" (JB—US). 74-1/2' (is —US) 01 JB—
US), 14" (01). 34".(JB—US), 46" (01), 58" (JB—US). 66-1/2" (01) , B-0'
1 S 1 6 FAT - JB—US). 10" (JB—US), 29-3/4" (JB—US), 48" (JB-US), 57-1/2" (JB—US), 77-1/2' (JB—US) s'_Ol
I I ISEE NOTE BELOW - WILL JB-
US)
FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20K9/16' TRACK BOLT AND NUT. 01) FOLLOWING
DIMENSION DENOTES WICK INSTALL ,JAMB BRACKET INSTALLED IN BUTTERFLY SLAT. NO. ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. LL DOORS
GREATER THAN 8' IN HEIGHT REWIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC PRESSURE
RATINGS I APPROVED SIZES DESIGN (PSF): +
2100/-.25.00; MAX WIDTH; 16'-0' TEST (PSF): +
34.50/-37.50 IMAX HEIGHT: 14'-0" RonIMPACT/CYCLIC
RATED (YES/NO): NO MAX SECTION HEIGHT: 21" MODELSq,8000/
8100 3395 ADDISON
DRIVE - PENSACOLA, FLORIDA
32514 WINDLOAD SPECIFICATION OPTION CODE' 11" 850) 474-9890,, <_ C DOOR
I REVISIONS I MODIFIED
NOTES TO TATE THAT
LOUVERS RE NOT
IMPACT ESISTANT. RT
6/
29/07 2 MODIFIED
JAMB RACKET SCHEDULE
LLOWING REPLACEMENT
F 01.
PITHJB-US. DDED MAX GLAZING
IMENSION TO NOTES
MEET 1 RT
11/10/
07- 3 MODIFIED LOUVER
PTION. ADDED TEXAS
ICENSE NUMBER TO
ITLE BLOCK. RT
9/19/
08 N.T.S.
SIZE: DATE i N
SHEET 1 OF
2 DRAWING PART NO.
REV. 327016 1 P3
13 CA ROLLER SLIDE ATTACHED TO
BRACKET WITH 5/16-18 BOLT & NUT
IN CENTER SLOT AND 1/4-20.9/16'
TRACK BOLT & 1/4-20 HEX NUT
THROUGH ANY TWO ALIGNING HOLES— W
13 CA COMMERCIAL 'A' FRAME
TOP BRACKET ATTACHED WITH
4) 1/4-14.7/8' SELF
DRILLING CRIMPTITE SCREWS /
ADD (2) 1/4-14.7/8'
DETAIL ASELFDRILLINGCRIMPTITESCREWS
INSIDE OF EACH END HINCE)—
NYLON STORMGARD ROLLER
ITH 4-1/2' STEM AND
16' PUSHNUT AT EACH /
OLLER LOCATION. 1/4' MAX f
ETWEEN PUSHNUT AND
RACKET OR HINGE
4 GA WIDE BODY END J
IINGE ATTACHED WITH
4) 1/4-14.5/8' SELF
APPING SCREWS DETAIL B
18 CA NARROW BODY e
NTERMEDIATE HINGE '
4TTACHED WITH (4)
1/4-14.5/8' SELF
TAPPING SCREWS
14 GA BOTTOM BRACKET
ATTACHED WITH (2)
1/4-14.7/8' SELF DRILLING
CRIMPTITE SCREWS AND (1)
e1/4-14.5/8' SELF DRILLING
TAMPER RESISTANT SCREW 0
MARK R. BARROW, PE
FLORIDA LICENSE NO. 57389
TEXAS LICENSE NO. 93119
LE111'. ml
14' & 15'
8) SECTION DOORS
12) 1' 20 CA 80 KSI U-E
LOCATED AS SH
7) SECTION DOORS WITH
11) 3' 20 CA 80 KSI U-BARS
LOCATED AS SHOWN
12'
6) SECTION DOORS WITH
oo
9) 3' SU 20LOCATED
ASSHOWN I 10
V
V
5) SECTION
DOORS WITH 8) 3"
20 CA 80 KSI U-BARS LOCATED AS
SHOWN 4) SECTION
DOORS WITH 6) 3'
20 CA 80 KSI U-BARS LOCATED AS
SHOWN ATTACH U-
BAR WITH 2) I/
4-14.1/8' SELF DRILLING CRIMPTITE
SCREWS AT EACH
STILE LOCATION, TYP. STATIC PRESSURE
RATINGS APPROVED SIZES DESIGN (PSF): +
23.00/-25.00 MAX WIDTH: 16,-0- TEST (PSF): +
34.50/-37.50 MAX HEIGHT: 14'-0' IMPACT/CYCLIC
RATED (YES/NO): NO MAX SECTION HEIGHT: 21" MODELS 8000/
8100 3395 ADDISON
DRIVE PENSACOLA, FLORIDA
32514 WINDLOAD SPECIFICATION OPTION CODE 1122 850) 474-
9890 REVISIONS MODIFIED
NOTES
TO LTE THAT
LOUVERS NOT IMPACT
NSTANT. T
6/
29/07 MODIFIED JAMB
ACKET SCHEDULE
OWING REPLACEMENT
01 WITH
JB-US. DED MAX
GLAZING IENSION TO
NOTES EET 1.
ADDED TRACK FLAG CONNECTION
TE. T
11/
10/07 MODIFIED LOUVER
TION. ADDED
TEXAS ENSE NUMBER
TO RE BLOCK.
T 9/
19/08 N. T.
S. DATE 5/
18/
06 1 CRT ED 1/
22/07 1 MRB SHEET 2
OF 2 DRAWING PART
NO. REV. 327016 1
P3
U
O
SPLICE PLATE LOCATION
o
SEE SCHEDULE
w -»
14"
MAX
r
12"
MAX
12" f
MAX
MAX
12"
MAX
12"
MAX
CLIPS TO BE EITHER
RIVETED, BOLTED, OR
WELDED. SEE DETAILS
THIS PAGE.
MARK R. BARROW, PE
FLORIDA LICENSE NO. 57389
E CLIP DETAIL
IP LOCATIONS
E SCHEDULE
ACK
13 GA MIN
CONTINUOI,
WALL ANG
11 GA MIN
CLIP SEE
SCHEDULE
13 GA MIN
CONTINUOUS
WALL ANGLE
2) 1 /4" X
7/16 SEMI
TUBULAR
RIVITS —
11 GA MIN
CLIP SEE
SCHEDULE—
R S W0.
28" 13
GA MIN CONTINUOUS
WALL
ANGLE TRACK
3)
1/4"-20 TRACK OR
CARRIAGE BOLT WITH
1/4"-20 NUT TYPICAL
CLIP BOLTING
DETAIL TRACK
1
la 1/
4"-20 TRACK OR
CARRIAGE BOLT WITH
1/4"-20 NUT TYPICAL
CLIP RIVETING
DETAIL 11
GA MIN CLIP SEE
SCHEDULE 1/
4"-20 TRACK OR
CARRIAGE BOLT WITH
1/4"-20 NUT TRACK
TYPICAL
CLIP WELDING
DETAIL DESIGN
PRESSURE CHART MAX
DOOR
WIDTH
MAX
PSF 9'-
0" 46.0 PSF -52.0 PSF 16'-
0" 46.0 PSF/-52.0 PSF 18'-
0" 46.0 PSF/-52.0 PSF ZACK-
CLIPS- TEXAS ALL
ANGLE 12 FOOT DATED
J
6/11/03 3
UPDATED FORMAT. CREASED
ALLOWABLE RESSURES
TO 46.
00/-52.00 PSF FOR L
DOOR WIDTHS. BANGED '
TEXAS WALL NCLE'
TO 'CONTINUOUS ALL
ANGLE'. ADDED 28STRATE
MOUNTING TAIL,
CHANGED TO TEN
HD ANCHORS RT
4/2/07 4
CHANGED FORMAT. DOED
MODELS 9800 ND
8024 WITH OVERLAY TRACK
CLIP CHEDULE.
RT
8/21/07 5
UPDATED MODELS STED
IN CHARTS. PDATED
SPLICE & CLIP CHEDULES.
LP
9/06/07 6
UPDATE MOUNTING ETAIL
DRAWINGS. RT
10/05/07 7
UPDATED CHARTS TO UMINATE
THE USE OF iE
A8 CLIP (REPLACED ITH
A9 ACROSS THE CARD).
LP
10/24/07 8
UPDATED STEEL OUNTING
DETAIL RB
04/11/08 DRAWN
CHECKED
DATE
8/
21/07 8/
21/07 NAME
GRT
MRB
SHEET
1 OF 2 TRACK
SUPPLEMENT CHART 3395
ADDISON DRIVE PEN(
50)
A47FLRIDA
4o9
9032514 DRAWING
PART NO. 307494
REV.
P8
2 3/4" t 1 "
EDGE DIST
E60XX MIN.
1/8 2-24
1 /8 2-24
1 MIN 3/16" THICK
V
STEEL FOR MOUNTING
5/16" x 1-5/8" WALL ANGLE
LAG SCREW OR
CLIP AND SPLICE PLATE SCHEDULE
MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2" THICK
DOOR
CLIP S FROM BOTTOM TO TOP SPLICEHEIGHATE #
7'-0" 7, 9, 9, 9, 9, 11 16
8'-0" 7, 9, 9, 9, 9, 11, 11 16
9'-0" 7, 9, 9, 9, 9, 11, 11, 11 18
10'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13 18
ll'-O" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13 20
12'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13 20
13'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22
14'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22
EQUIVALENT INTO OPTIONAL: WALL ANGLE MAY BE ATTACHED TO SUPPORTING
MIN 2 x 6 NO.2 TRACK CLIP STEEL WITH MIN. (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1"
SPF (G=0.42) OR _ -.- - - - O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN
BETTER AT EACH 1/4-20x9/16" LIEU OF WELDING
HOLE OR PAIR OF TRACK BOLT AND
HOLE LOCATIONS 1/4-20 HEX NUT
MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL
2 3/4"
MIN EDGE DIST
MARK R. BARROW. PE
FLORIDA LICENSE NO. 57389
d
d o
ed,
o _
3/8" SIMPSON TITEN HD,
2-3/4" MIN EMBED INTO
MIN 200D PSI CONCRETE
AT EACH HOLE OR PAIR
OF HOLE LOCATIONS
WALL ANGLE
TRACK CLIP
1/4-20x9/16"
TRACK BOLT AND
1/4-20 HEX NUT
CONCRETE MOUNTING DETAIL
MODELS 5200 8000 8024 8100 8124 8500 2" THICK
DOOFR
CLIP S FROM BOTTOM TO TOP SPAPLATE #
7'-0" 5, 6, 6, 7, 7, 9 12
8'-0" 5, 6, 6, 7, 7, 9, 9 12
9'-0" 5, 6, 6, 7, 7, 9, 9, 9 14
10'-0" 1 5, 6, 6, 7, 7, 9, 9, 9, 11 14
11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16
12'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11 16
13'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13 1 18
14'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13, 13 1 18
MODELS 6100 8300 (1-1/2" TO 1-3/8" THICK
DOOFR
CLIP S FROM BOTTOM TO TOP SPLICEHEIGATE #
7'-0" 4, 4, 4, 4, 5, 6 8
8'-0" 4, 4, 4, 4, 5, 6, 6 8
9'-0" 4, 4, 4, 4, 5, 6, 6, 7 8
10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8
MODELS 9100 9400 9600 9700 9800 1" THICK
DOOR
HEIGHT CLIP S FROM BOTTOM TO TOP L E #
PLATE
7'-0" 4, 4, 4, 4, 4, 4 6
8'-0" 4, 4, 4, 4, 4, 4, 4 6
9'-0" 4, 4, 4, 4, 4, 4, 4, 4 6
10'-0" 1 4, 4, 4, 4, 4, 4, 4, 4, 4 6
KL VU0.AVJ
P2 2 INCH
TRACK -CLIPS -TEXAS
WALL ANGLE 12 FOOT
UPDATED
BPJ 6/11/03
P3 UPDATED FORMAT.
INCREASED ALLOWABLE
PRESSURES TO
46.00/-52.00 PSF FOR
ALL DOOR MOTHS.
CHANGED 'TEXAS WALL
ANGLE' TO 'CONTINUOUS
WALL ANGLE'. ADDED
SUBSTRATE MOUNTING
DETAIL, CHANGED TO
TITEN HD ANCHORS
GRT 4/2/07
P4 CHANGED FORMAT,
ADDED MODELS 9800
AND 8024 MATH OVERLAY
TO TRACK CLIP
SCHEDULE.
GRT 8/21/07
PS UPDATED MODELS
LISTED IN CHARTS.
UPDATED SPLICE h CLIP
SCHEDULES.
DLP 9/06/07
P6 UPDATE MOUNTING
DETAIL DRAWINGS.
GRT 10/05/07
P7 UPDATED CHARTS TO
ELIMINATE THE USE OF
THE '8 CLIP (REPLACED
WITH R9 ACROSS THE
BOARD).
DLP 10/24/07
P8 UPDATED STEEL
MOUNTING DETAIL
MRB 04/11/08
DATE NAME
DRAWN 8/21/07 GRT
CHECKED 8/21/07 MRB
SHEET 2 OF 2
3395 ADDISON DRIVE
PEN (
sDLA474
FLORIDA32514
DRAWING PART NO.
307494
REV.
P8TRACKSUPPLEMENTCHART
LCORUM, rIVAMMIPS-A=
amt
This document provides a series of connection schedules and basic detailing concepts for the
connection of garage door jambs to building frames with the use of various fasteners.
DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document.
P/N 324620 Rev. P8
SCHEDULEI
3/8" DIAMETER LAG SCREWS
MAXIMUM SPACING OF LAG SCREWS PER JAMB IN
MAIN SUPPORT MEMBER SPECIES
SYP
SPECIFIC
GRAVITY - 0.55
DOUGLAS FIR
SPECIFIC
GRAVITY - 0.46
SPF
SPECIFIC
GRAVITY - 0.42
LOAD PER
JAMB LB/FT NOTE 3
100 24 24 24
120 24 24 24
140 24 24 24
160 24 24 24
180 24 24 24
200 24 24 24
220 24 24 24
240 24 24 24
260 24 24 22
280 24 23 20
300 24 22 19
320 24 20 18
34024 19 16
360 24 18 16
380 22 17 15
400 21 16 14
420 20 15 13
440 19 15 13
460 18 14 12
480 18 13 12
500 17 13 11
520 16 12 11
540 16 12 10
560 15 11 1 10
580 14 11 9
600 14 11 9
620 13 10 9
640 13 10 9
660 13 10 8
680 12 9 8
700 12 9 8
720 12 9 8
740 11 8 7
760 11 8 7
780 11 8 7
800 10 8 7
1. BASED ON 3/8" DIAMETER LAG SCREWS WITH 1" O.D. WASHERS WITH A 1-9/32"
THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE.
2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN
TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB.
3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2.
EXAMPLE: DESIGN LOAD = 30psf
DOOR WIDTH = 16ft
LOAD PER JAMB = 30psf x 16fU2 = 240lb/ft
4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT.
5. DOOR JAMB TO BE 2x6 NO, 2 GRADE SPF LUMBER OR BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE.
6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3.
7. MINIMUM EDGE DISTANCE SHALL BE 1-1/2" AND HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING.
8. CALCULATIONS CONFORM TO ANSI/AF&PA NDS-2005.
9. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD 618.2.1.
Approved
Mark R. Barrow, PE
Florida License No. 57389
Wayne Dalton Corp.
3395 Addison Drive
Pensacola, FL 32514
Revision P8
SCHEDULE2
16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS
MAXIMUM NAIL SPACING PER JAMB IN
MAIN SUPPORT MEMBER SPECIES
SYP
SPECIFIC
GRAVITY - 0.55
DOUGLAS FIR
SPECIFIC
GRAVITY - 0.46
SPF
SPECIFIC
GRAVITY - 0.42
LOAD PER
JAMB LB/FT NOTE
100 24 24 19
120 24 20 16
140 23 17 14
160 20 15 12
180 18 13 10
200 16 12 9
220 14 11 8
240 13 10 8
260 12 9 7
280 11 8 7
300 10 8 6
320 10 7 6
340 9 7 5
360 9 6 5
380 8 6 5
400 8 6 4
420 7 5 4
440 7 5 4
460 7 5 4
480 6 5 4
500 6 4 3
520 6 4 3
540 6 4 3
560 5 4 3
580 5 4 3
600 5 4 3
620 5 3 3
640 5 3 3
660 4 3 2
680 4 3 2
700 4 3 2
720 4 3 2
740 4 3 2
760 4 3 2
780 4 3 2
800 4 3 2
1. BASED ON 16d COMMON WIRE NAILS (0. 1 62"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0. 1 48"x3-1/2")
WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER.
2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A
MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB.
3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2.
EXAMPLE: DESIGN LOAD = 30psf
DOOR WIDTH = 16ft
LOAD PER JAMB = 30psf x 16fU2 = 240lb/ft
4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT.
5. DOOR JAMB TO BE 2x6 NO. 2 GRADE SPF LUMBER OR BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE.
6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3.
7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD.
8. CALCULATIONS CONFORM TO ANSI/AF&PA NDS-2005.
Approved
Mark R. Barrow, PE
Florida License No. 57389
Wayne Dalton Corp.
3395 Addison Drive
Pensacola, FL 32514 Revision P8
SCHEDULE3
3/8" 0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE
MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN)
LOAD PER
JAMB LB/FT NOTE J
2000 PSI
CONCRETE
2500 PSI
CONCRETE
3000 PSI
CONCRETE
100 24 24 24
120 24 24 24
140 24 24 24
160 24 24 24
180 24 24 24
200 24 24 24
220 24 24 24
240 24 24 24
260 24 24 24
280 24 24 24
300 24 24 24
320 24 24 24
340 24 24 24
360 23 24 24
380 22 24 24
400 20 24 24
420 19 24 24
440 19 23 24
460 18 22 24
480 17 21 23
500 16 20 22
520 16 20 21
540 15 19 20
560 14 18 19
580 14 18 19
600 13 17 18
620 13 16 18
640 13 16 17
660 12 15 16
680 12 15 16
700 11 14 15
720 11 14 15
740 11 14 15
760 11 13 14
780 10 13 14
800 10 13 13
1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 1" O.D. WASHER
WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3".
2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN
TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB.
3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2.
EXAMPLE: DESIGN LOAD = 30psf
DOOR WIDTH = 16ft
LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft
4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT.
5. DOOR JAMB TO BE 2x6 NO. 2 GRADE SPF LUMBER OR BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE.
6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3.
7. CALCULATIONS CONFORM TO ANSI/AFBPA NDS-2005 AND ACI 318-05, APPENDIX D.
Aooroved
Mark R. Barrow, PE
Florida License No. 57389
Wayne Dalton Corp.
3395 Addison Drive
Pensacola, FL 32514 Revision P8
SCHEDULE4
3/8"0 SIMPSON TITEN HD SCREW ANCHORS
MAXIMUM SPACING OF ANCHORS PER JAMB (IN)
LOAD PER
JAMB LB/FT NOTE"
2000 PSI
CONCRETE NOTE I
4000 PSI
CONCRETE NOTE '
2000 PSI GROUT
FILLED CMUNOTEI
100 24 24 24
120 24 24 24
140 24 24 24
160 24 24 24
180 24 24 24
200 24 24 24
220 24 24 24
240 24 24 24
260 24 24 24
280 24 24 24
300 24 24 24
320 24 24 22
340 24 24 21
360 24 24 20
380 24 24 18
400 24 24 18
420 24 24 17
440 24 24 16
460 24 24 15
480 23 23 15
500 22 22 14
520 21 21 13
540 20 20 13
560 19 19 12
580 19 19 12
600 18 18 12
620 18 18 11
640 17 17 11
660 16 16 10
680 16 16 10
700 15 15 10
720 15 15 10
740 15 15 9
760 14 14 9
780 14 14 9
800 13 13 9
1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1"O.D. WASHER INTO NORMAL WEIGHT CONCRETE
WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4".
2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1" O.D. WASHER INTO GROUT FILLED CMU WITH A
MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4".
CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476.
3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN
TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB.
4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2.
EXAMPLE! DESIGN LOAD = 30psf
DOOR WIDTH = 16ft
LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft
5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT.
6. DOOR JAMB TO BE 2x6 NO. 2 GRADE SPF LUMBER OR BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE.
7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4.
8. CALCULATIONS CONFORM TO ANSI/AFBPA NDS-2005.
9. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS.
Approved
Mark R. Barrow, PE
Florida License No. 57389
Wayne Dalton Corp.
3395 Addison Drive
Pensacola, FL 32514 Revision P8
RLVI5IUNS
Banton
3395 ADDISON DRIVE
PENSACOLA. FLORIDA 32514
850) 474-9890
I
1
I ,
6' MAX.
FASTENERS PER
SCHEDULES , THRU 4
MA%IML'M
SPACING
6 MAX
MINIMUM 2.6 N3 r FE HEADER LOCK
SOUTHERN PINE ( 9RACKET
LUMBER.
A. <
UI 2-3/4- J
2) 3/8- SIMPSON TITEN HD SCREW
ANCHOR WITH A 1 ,/4- WASHER AND
A MINIMUM EMBEDMENT DEPTH OF
2-3/4' AND A MINIMUM EDGE
DISTANCE OF 2-3/4
SEE OETAILS I. 2, AND 3
REQUIRED FOR VERTICAL
POST REINFORCING
SYSTEMS
MINIMUM M
STRUCTURAL GRACE
LUMBER, TYP_ DOOR HJGHT
DETAIL 7
MINIMUM 200C PSI CONCRETE
10Tc. MAXIMUM. DESIGN LOAD
CAPACITY OF 2085 LBS.
MAR
FL ORIDE
DOOR WIDTH
MINIMUM 2.6 g3 t HEADER LOCK
SOUTHERN PING j BRACKET
LUMBER. /
8 < 4 8
r--
L— a- J
a) 3/8- SIMPSON TITEN HD SCREW
ANCHOR WITH A i-,/4- WASHER AND
A MINIMUM EMBEDMENT DEPTH OF
2-3/4- AND A MINIMUM EDGE
DISTANCE OF 4-,
TAI
MINIMUM 2000 PSIGROUT FILLED CMU
NOTE, MAXIMUM DESIGN LOAD
CAPACITY OF 2400 LBS.
MINIMUM 2.6 p3 HEADER LOCK
SOUTHERN PINE BRACKET
UM9ER.
4 4'
1/2
4) 3/8- DIA. LAG SCREWS
WITH 1-1/4- O.D. WASHERS.
LAG SCREWS SHALL HAVE A
MINIMUM PENETRATION OF
1-9/32- INTO THE MAIN
SUPPORT MEMBER.
D TAI
WOODN OTF. SUPPORT TR 7 R MAXIMUM DESIGN LOAD
CAPACITY OF 2430 LBS.
JAMB CONNECTION SUPPLEMENT
DATE I NAME
CHECKED 5/24/07 1 MR
DRAWING PART NO. REV.
I324620 i Pg