HomeMy WebLinkAbout182 Edgewater Cirv RECEIVED
MAR 2 2 2011
a
BY:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: Documented Construction Value: $ / 1 000.0
JobAddress: 1 % 'z LF65 e.wo, C rej e,— Historic District: Yes No Parcel
ID: // - a0 -30. 5 I I, - 0000 - 073 2-0 Zoning: Description
of Work: /' ej I C e C rt- rag e Plan
Review Contact Person: 'J oo 101 e- Title: Phone
q 0--, -331- () g'O q Fax: y o-7 - ca 5 y E-mail: Property
Owner Information Name
IM ON r C1 1, Lo rt Phone: z/67- 3 Z q _ Y68 Street:
I C. eLuez 2-1 Pe.,Resident of property? City,
State Zip: aptly F71 3 Z-773 Contractor
Information Name
A ,:, ail , i le.r Phone: ` 67- 3 3 j - 0 $'d Street:
I1-7-7 era41eme v 1' r Fax: 407-_SV-ic-$-7 City,
State Zip: /' r s ' A n 3c/ L3 z- State License No.: e 13 C / 2.5 8 a05 Architect/
Engineer Information Name:
Phone: Street:
Fax: City,
St, Zip: E-mail: Bonding
Company: Mortgage Lender: Address:
Address: PERMIT
INFORMATION Building
Permit Square
Footage: Construction Type: No. of Stories: No.
of Dwelling Units: Flood Zone: Electrical
Plumbing New
Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical (
Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: o°
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 ermit fees when the
permit is released.
Signature of Owner/Agent Date ig 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: -17" 11 UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
Contractor/Agent's Name
Mate of fkdd;E 8LAN [ON Date
Notary Public - State of Florida
My Comm. Expires Feb 25, 2015
Commission # EE 60182
Bonded Through National Notary Assn.
Contractor/Agent is Personak Known to Mej' r
Produced ID Type of ID I dgll
WASTE WATER:
BUILDING:
Rev 11.08
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
FARC I° DETQ I 113
DAYID JOHHsaN:CFA.ASA sl I 1011 y
PROPERTY' e
APPRAISER 7b
a
67
7 3i 31 t' d
3E MIINOL6 COUNI F1. 91
3 4 _ 1 [d L7 ?e
25
1101'E.F1RsTsT
SANFORD. FL32771-146B
12
I 61, 24
178 177 57
407-61;;7508 3p 41 S9-bg
2221
127 29 48
VALUE SUMMARY
VALUES
2011 2010
Working Certified
GENERAL Value Method Cost/Market Cost/Market
Parcel Id: 11-20-30-516-0000-0320 Number of Buildings 1 1
Owner: LONG DAVID R & MARCIA K Depreciated Bldg Value 55,233 60,487
Mailing Address: 182 EDGEWATER CIR Depreciated EXFf Value 0 0
City,State,ZipCode: SANFORD FL 32773 Land Value (Market) 15,000 18,000
Property Address: 182 EDGEWATER CIR SANFORD 32773 Land Value Ag 0 0
Subdivision Name: HIDDEN LAKE PH 3 UNIT 6
Just/Market Value 70,233 78,487
Tax District: S1-SANFORD
Portablity Adj 0 0
Exemptions: 00-HOMESTEAD (2004)
Save Our Homes Adj 0 0
Dor: 01-SINGLE FAMILY
Amendment 1 Adj 0 0
Assessed Value (SOH) 70,233 78,487
Tax Estimator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 70,233 45,233 25,000
Amendment 1 adjustment is not applicable to school assessment) Schools 70,233 25,000 45,233
City Sanford 70,233 45,233 25,000
SJWM(Saint Johns Water Management) 70,233 45,233 25,000
County Bonds 70,233 45,2331 25,000
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 2010 VALUE SUMMARY
WARRANTY DEED 08/2003 04988 0361 $114,300 Improved Yes
2010 Tax Bill Amount: $767
WARRANTY DEED 1211997 03335 0802 $68,500 Improved Yes
2010 Certified Taxable Value and Taxes
WARRANTY DEED 09/1990 02230 1762 $66,700 Improved Yes
DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
WARRANTY DEED 08/1989 02100 0683 $347,600 Vacant No
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 15,000.00 $15,000 LEG LOT 32 HIDDEN LAKE PH 3 UNIT 6 PB 38 PGS 77 & 78
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value
Est. Cost
New
it in
1 SINGLE FAMILY 1990 6 968 1,443 968 SIDING AVG $55,233 $60,036
Sketch
Appendage / Sgft SCREEN PORCH FINISHED / 160
Appendage / Sgft OPEN PORCH FINISHED / 42
Appendage / Sgft GARAGE FINISHED / 273
NOTE: Appendage Codes Included in living Area: Base, Upper Story Base, Upper Story Finished, Apartment Enclosed Porch Finished,Base
Semi Finshed `
N OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes.
If you recently purchased a homesteaded pipperty your next year's property tax will be based on Just/Market value.
http://www.scpafl.orglweblre_web.seminole_county_title?parcel=11203051600000320&c... 3/21/2011
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: I -*I a -
hereby name and appoint: J i w,Ik,N,0a
an agent of: b+ j7 Gara0a.p- DDO es
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
All permits and applications submitted by this contractor.
C The specific permit and a plication for work located at:
2 Eciy cu, - re -
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: -Dallas M i l l Q r
State License Number: C B- ] oZ5 ) 05
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF 9GrcjSp Ct,-
The foregoing instrument was acknowledged before me this '21 day of I-YVa
2001 , by Dal (qs M 'I ) ey-- who is Vpersonally known
to me or o who has produced as
identification and who did (did not) take an oath.
l Lj,
Signature
Notary Seal)
q Y • TARREE HOUSE
MY COMMISSION # DD 820134
EXPIRES: September 23, 2012
Bonded Thru Notary Public UndeWters
Rev. 3/27/07)
E rrep NnlILe_
Print or type name
Notary Public - State of Fq-
Commission No. '))3
My Commission Expires: a ja_
Parcel: 11-20-30-516-0000-0320 Building #: 1 of 1 Page #1 of 1
OFFICE
i p Tp %io>9
0
Code Description Sq. Ft.
42
Cap Year
1994OPFOPENPORCHFINISHED
GRF GARAGE FINISHED 273 1994
BAS BASE AREA 968 1990
SPF SCREEN PORCH FINISHED 160 1994
5'
STORE COPY
N
INSTALLATION SERVICES CUSTOMER CONTRACT - MWORK - GARAGE D0001 VALIDATION AREA
DALTON
LOWE'S OF SANFORD, FL, STORE # 1657 STORE PHONE: (407) 430-4060 w
3780 ORLANDO DRIVE SALESPERSON: JORDAN HOFF N
SANFORD, FL 32773 SALESPERSON ID: 1493025
Document Print Date : 03f1712011
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, including
the specifically completed pages of this document, the Terms and Conditions included with this document and any other
addenda or attachments hereto, shall be referred to herein as this 'Contract.'
PLEASE READ THIS ENTIRE DOCUMgIST. INCLUDING THE "TERMS AND CONDITIONS." 8E,F0RE SIGNING
LowVs Registration or Contractor License Number / Lowe's Contractor Name
Customer Name Home Phone
S MARCIA LONG 407-324-4681
O
Customer Address Other Phone
182 EDGEWATER CIR 407-461-9348
L City State i Province Zip / Postal Code
D SANFORD FL 32773
Installation Address
T 102 EDGEWATER CIR
Installation City Installation State/Province Installation Tip/Postal
O Code
SANFORD FL 32773
MERCHANDISE AND INSTALLATION SUMMARY
MERCHANDISE SUMMARY
Materials Price
INSTALLATION DESCRIPTION
Location : garage Garage Door Size: 8 x 7
Garage Door Color: white Describe extra Installed Garage Door Accessories: None
604.
Store 1657 Project No. 320694345 for MARCIA LONG Page 1 of 5
4-
0
4
w
0
0
all
0
STORE COPY
Will GDO be installed: No
Customer Understands Scope of the Project: Yes
Who Will Obtain Permit : Installer
Additional Miles Traveled over 20 : 0
Other Work Charge: Yes
Existing Damage: Yes
Permit Required : Yes
Permit Fee: Yes
Describe Other Work Needed
Comments: No Comment
Additional Specifications:
full reframe
Labor Charges $ 361
Detail Deduction -$ a
Notation: Lowe's will not make structural modifications, paint or stain or remove/reinstall security system equipment. Installer will plug cord into 110V receptacle
within 3' of opener. Lowes 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 hazard
may exist in dwellings built prior to 1978. 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 965.
TAX 0.
DELIVERY 0.
ORDER TOTAL 965•
I BALANCE DUE I I
Work is to commence upon reasonable availablity of Contractor which is anticipated to be [fill in date].
Estimated completion date is [fill in datel.
NOTICE TO CUSTOMER
All 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
on this contract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation
necessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom-
Store 1657 Project No. 320694345 for MARCIA LONG Page 2 of 5
ii
v
N
w
0
STORE
er. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND GUNDI I IUNZ5 Ur I rll i kaUN I rlkM-p 1. a i 01VI-11-
BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH OI
THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT T THE TIME O SIGNATURE.
WITNESS OUR HAND(S) AND SEAL(S) BELOW THIS I DAY OF G -
Lowe's Home Centers, Inc.
M1 Seal) By:
Print Name:`
3'
Address
City
0
V
rovince Zip / Postal Code
C+an
Print Name
t
Spouse
v f r) Lo ^
Print Name
Customer acknowledges receipt of a true copy which was completely filled in priorto Customer's execution hereof. You the customer may cancel ants ira
at any time prior to midnight on the third business day after the date of this transaction. See the attached Notice of Right to Cancel for an w1an
this right.
Store 1657 Project No. 320694345 for MARCIA LONG
Florida Building Code Online
Ai
Page 1 of 8
LJLA
V
LA
LA.
Log In o User Registration Hot Topics Submit Surcharge Stats & Facts
see, Product Approval
e
USER: Public User
Publications FBC Staff BCIS Site Map Links Search
i as Product Approval Menu > Product or.Apphcatlon Search > ApphcaUon List > Application Detail
FL # +FL8248-RS
Application Type Revision
Code Version 2007
Application Status Approved
N* 'v
Comments
Archived
o#
t T
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
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
3395 Addison Dr.
Pensacola, FL 32514
httn://'A-Ar,Nl.noridabuildina.org/nr/nr ann dtl.asnx?naratn=xvcTFVXoUrtnnnimPhRnhxRvWC`,da(n,WrNvPnaTGf,\xinL-iiI 7c0/ :rI A/1 R/1)O1 ()
Florida Building Code Online Page 2 of 8
Category
Subcategory
Compliance Method
850)475-6188
kreed@wayne-dalton.com
Exterior Doors
Sectional Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Jeffrey P. Arneson
the Evaluation Report
Florida License PE-58544
Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey
Quality Assurance Contract Expiration Date 03/06/2020
Validated By Dole J. Kelley
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL8248 RS COI Cert_Ind._pdf
Standard Year
ANSI/DASMA-108 2002
ANSI/DASMA-115 2005
TAS-201 1994
TAS-202 1994
TAS-203 1994
http://www.floridabuilding.org/mr/mr amp dtl.asmx?uaram=wGEVXOwtnouimehgCThxRvWC'T4a6mWrPxipMT;flxl(;U„I 7c0/ A A/I Q/1)()1 ()
Florida Building Code Online Page 3 of 8
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
mmary of Products
FL # IlModel, Number or Name
8248.1 8000/8100 # 1101
imits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +22.90/-26.30
Other: Glazing is not impact resistant and does not meet
he requirements for wind-borne debris regions.
48.2 118000/8100 # 1102
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +26.90/-30.80
Other: Glazing is not impact resistant and does not meet
the requirements for wind-borne debris regions.
Description
9' Max width. 14' Max height. Glazing available in top or
intermediate section.
Installation Instructions
FL8248 R5 II 1101 P3.pdf
FL8248 R5 II 307494 P8 Track Supplement Chart.pdf
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=95 Evaluation Report:pdf
Created by Independent Third Party: Yes
9' Max width. 14' Max height. Glazing available in top or
intermediate section.
Installation Instructions
FL8248 R5 II 1102 P3.pdf
FL8248 R5 II 307494 P8 Track Supplement Chart.pdf
FL8248 R5 II Jamb Con nection_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 ReDOrt.Ddf
Created by Independent Third Party: Yes
18248.3 8000/8100 #1103 9' Max width. 14' Max height. Glazing available in top or
intermediate section.
I
littp:Hww-,v.floridabuildinp.ore/or/or ann 7..041-1 cii 0iI)ni n
Florida Building Code Online Page 4 of 8
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.
8248.4 118000/8100 # 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 118000/8100 # 1121
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +15.30/-17.00
Other: Glazing is not impact resistant and does not meet
the requirements for wind-borne debris regions.
8248.6 118000/8100 # 1122
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +23.00/-25.00
Other: Glazing is not impact resistant and does not meet
the requirements for wind-borne debris regions.
Installation Instructions
FL8248 R5 II 1103 P3 odf
FL8248 R5 II 307494 P8 Track Supplement Chartpdf FL8248
R5 II Jamb Connection Supplement P8 odf Verified
By: Jeffrey P. Arneson FLORIDA PE 58544 Created
by Independent Third Party: Yes Evaluation
Reports FL8248
R5 AE FL8248-R5 Evaluation Report.gdf Created
by Independent Third Party: Yes 9'
Max width. 14' Max height. Glazing available in top or intermediate
section. Installation
Instructions FL8248
R5 II 1104 P3_pdf FL8248
R5 II 307494 P8 Track Supplement Chart.odf 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,- Evaluation Report..pdf Created
by Independent Third Party: Yes 16'
Max width. 14' Max height. Glazing available in top or intermediate
section. Installation
Instructions FL8248
R5_II 1121_P3.pdf FL8248
R5 II 3LL07494 P8 Track Supplement Chart pdf 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 FL8248-95 Evaluation Report.pdf Created
by Independent Third Party: Yes 16'
Max width. 14' Max height. Glazing available in top or intermediate
section. Installation
Instructions FL8248
R5 II 1122 P3.pdf FL8248
R5 II 307494 P8 Track Supplement Chart.pdf FL8248
R5 II Jamb Connection Supplement P8 pdf Verified
By: Jeffrey P. Arneson FLORIDA PE 58544 Created
by Independent Third Party: Yes Evaluation
Reports http://
w vw.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXO vtDouimebgGbxRvWC;4,qhn,Wr.HvPMTSfw rkti1 70/ ;ri rill >zi1)ni n
Florida Building Code Online Page 5 of 8
I II FL8248 R5 AE FL8248-R5 Evaluation Report.pdf
Created by Independent Third Party: Yes
8248.7 8000/8100 #1123 16' Max width. 14' Max height. Glazing available in top or
intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL8248 R5 II 1123 P3.pdf
Approved for use outside HVHZ: Yes FL8248 R5 II 307494 P8 Track Supplement Chart.pdf
FL8248 R5 II Jamb Connection Supplement P8..pdfImpactResistant: Yes
Verified By: Jeffrey P. Arneson FLORIDA PE 58544DesignPressure: +30.00/-33.50
Other: Created by Independent Third Party: Yes
Evaluation Reports i
FL8248 RS AE FL8248-R5 Evaluation Report.pdf
Created by Independent Third Party: Yes
8248.8 1 8000/8100 #1124 16' Max width. 14' Max height. Glazing available in top or
i
intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL8248 RS II 1124 P3.pdf
Approved for use outside HVHZ: Yes FL8248 RS II 307494 P8 Track Supplement Chart.pdf ;
Impact Resistant: Yes FL8248 R5 II Jamb Connection Supplement P8.pdf i
Design Pressure: +34.40/--38.30 Verified By: Jeffrey P. Arneson FLORIDA PE 58544 1
Other: Created by Independent Third Party: Yes
j Evaluation Reports
i - FL8248 R5 AE FL8248-R5 Evaluation Re ort.pdf
Created by Independent Third Party: Yes
8248.9 8000/8100 #1125 16' Max width. 14' Max height. Glazing available in top or
intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL8248 R5 II 1125 P3.pdf
Approved for use outside HVHZ: Yes FL8248 R5 II 307494 P8 Track Supplement Chart.pdf
FL8248 R5 II Jamb Connection SUD lement P8.pdfiImpactResistant: Yes
Design Pressure: +46.00/-52.00 Verified By: Jeffrey P. Arneson FLORIDA PE 58544
Other: Created by Independent Third Party: Yes
Evaluation Reports
FL8248 R5 AE FL8248-R5Evaluation Report.pdf Created
by Independent Third Party: Yes 8248.
10 =Ir 00/8100 #1141 18' Max width. 14' Max height. Glazing available in top or intermediate
section. Limits
of Use Installation Instructions Approved
for use in HVHZ: No FL8248 R5 II 1141 P3.pdf h"
n://vvwtiv flnrirlahnildino nro/nr/nr ann rltl 7v0/ ;.t Aii ai,)ni n
Florida Building Code Online Page 6 of 8
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.
FL8248 RS II 307494 P8 Track Supplement Chart.pdf
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.pdf
Created by Independent Third Party: Yes
8248.11 0/8100 #1142PO 18' Max width. 14' Max height. Glazing available in top or
intermediate section.
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:
Installation Instructions ++
FL8248 RS_II 1142 P3_pdf
FL8248 R5 II 307494 P8 Track Supplement Chart.pdf
FL8248 R5 II Jamb Connection Supplement P8.pddf i
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
8248.12 8000/8100 # 1143
Limits of Use
i Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
i Design Pressure: +34.40/-38.30
Other:
18' Max width. 8' Max height. Glazing available in top or
intermediate section.
Installation Instructions
FL8248 R5 II 1143 P3.pdf
FL8248 R5 II 312957L P6 8000-8024-8100-8124 Post:pdf
FL8248 RS_II_Jamb Connection Supplement P8.RCf j
Verified By: Jeffrey P. Arneson FLORIDA PE 58544
Created by Independent Third Party: Yes
Evaluation Reports
FL8248 R5 AE_FL8248-RS Evaluation Report.pdf
Created by Independent Third Party: Yes
8248.13 8000/8100 #1144
i
Max width. 8' Max height. Glazing available in top or
section. Eintermediate
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 1144 P3 pdf
FL8248 R5 II 312957 P6 8000-8024-8100-8124 Post.pdf
FL8248 R5 II Jamb Connection Supplement P8 pdf
Verified By: Jeffrey P. Arneson FLORIDA PE 58544
Created by Independent Third Party: Yes
Evaluation Reports I
FL8248 R5 AE FL8248-R5 Evaluation Rep -art. pdf
Created by Independent Third Party: Yes
http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDouimeb8GbxRvWCi4a6mWrHvPMTSfW(',l iiI 7c04Zrl All Q/Ini n
Florida Building Code Online Page 7 of 8
18248.14 100/8200 # 1100
Limits of Use
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 meet
the requirements for wind-borne debris regions.
48.15 00/8100/8200 # 1120
imits 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
he requirements for wind-borne debris regions.
48.16 118000/8100/8200 # 1140
imits 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
he requirements for wind-borne debris regions.
9' Max width. 14' Max height. Glazing available in top or
intermediate section.
Installation Instructions
FL8248 R5 II 1100 P3.pdf
FL8248 R5 II 307494 P8 Track Supplement Chart.pdf
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.Ddf
Created by Independent Third Party: Yes
16' Max width. 14' Max height. Glazing available in top or
intermediate section.
Installation Instructions
FL8248 R5 II 1120 P3. pdf
FL8248 R5 II 307494 P8 Track Supplement Chart.pdf
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
18' Max width. 14' Max height. Glazing available in top or
intermediate section.
Installation Instructions
FL8248 R5 II 1140 P2.pdf
FL8248 R5 II 307494 P8 Track Supplement Chart..Pdf
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
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Department of Community Affairs
Florida Building Code Online
1._.//.........4n__:A-1..:1.4:---__/..._/_- ,....... A.1 /V/1..-LOf L..T1-.11I/'A-l.-_1{1-if_.-X(TCf1lIrl1___T17-n/nj i/io/,Nnln
Florida Building Code Online Page 8 of 8
Codes and Standards
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NOTES-
1. GLAZIN' OPTIONS•- 090' MINIMUM
SSB GLAZING IN MOLDED FRAMES
SCREWED TOGETHER WITH A MINIMUM OF
10) y8.1" SCREWS INSTALLED IN TOP OR
INTERMEDIATE SECTION (WITH OR WITHOUT
DECORATIVE INSERTS) MEETS UNIFORM
STATIC WIND PRESSURES SHOWN ON THIS
DRAWING. GLAZING SHALL HAVE A
MAXIMUM HEIGHT OF 10.69' AND A
MAXIMUM LENGTH OF 16.94'. GLAZING IS
NOT IMPACT RESISTANT AND DOES NOT
MEET THE REQUIREMENTS FOR
WIND-BORNE DEBRIS REGIONS
2. VINYL OR WOOD DOOR STOP NAILED A
MAXIMUM OF 6' O.C. MUST OVERLAP TOP
AND BOTH ENDS OF PANELS MINIMUM
7/16' TO MEET NEGATIVE PRESSURES.
3. KEY LOCK, SLIDE LOCK. OR OPERATOR
REOUIRED
4. LOUVER OPTION - 040' MINIMUM
LOUVERS IN MOLDED FRAMES SCREWED
TOGETHER WITH A MINIMUM OF (10) #B.t'
SCREWS INSTALLED IN THE 80770M
SECTION. LOUVERS ARE NOT IMPACT
RESISTANT AND DO NOT MEET THE
REOUIREMENTS FOR WIND-BORNE DEBRIS
REGIONS.
S. SECTION STEEL TO HAVE A MINIMUM
26 CA THICKNESS.
6. THE DESIGN OF THE SUPPORTING
STRUCTURAL ELEMENTS SHALL BE THE
RESPONSIBILITY OF THE PROFESSIONAL
OF RECORD FOR THE BUILDING OR
STRUCTURE AND IN ACCORDANCE WITH
CURRENT BUILDING CODES FOR THE
LOADS LISTED ON THIS DRAWING
7. DOOR JAMB TO BE MINIMUM 2.6
STRUCTURAL GRADE LUMBER REFER TO
JAMB CONNECTION SUPPLEMENT FOR
ATTACHMENT 70 SUPPORTING STRUCTURE"
8 FOR LOW HEAD ROOM LIFT
CONDITIONS. TOP BRACKET SHALL BE A
13 GA LHR 7/4 TOP BRACKET WITH A
MINIMUM OF (3) 1/4-14.7/8" SELF
DRILLING CRIMPTITE SCREWS IN LIEU OF
THE BRACKET SHOWN ON THIS DRAWING
13 CA HORIZ ANGLE
13 CA FLAG ANGLE
16 GA MIN HORIZTRACK
5/16.1-5/8'
LAC SCREW (MIN 3
AS SHOWN)
4) 1/4-20.9/16" LARGE
HEAD TRACK BOLTS OR
1/4-20 STUDS WITH
1/4-20 HEX NUTS
16 CA MIN VERT
TRACK
1/4-20.9/16' TRACK
BOLT AND 1/4-20 HEX
NUT AT EACH JB-US
JAMB BRACKET LOCATION
5/16.1-5/8" LAC
SCREW AT EACH
JAM13 BRACKET
15 GA STIFFENED
JAMB BRACKETS
SEE SCHELDULE FOR
OUANITY, LOCATION.
AND TYPE
KEY LOCK OR SLIDE LOCK
ONE END (NOT REQUIRED
WITH OPERATOR - SEE
NOTE 3). SLIDE LOCK
SHOWN FOR CLARITY
NOTE (4) SECTION
SOLID DOOR SHOWN.
SHEET 2 FOR U-BAR
LOCATIONS ON DOORS
WITH OTHER SECTION
QUANTITIES AND SEE N_._
1 THIS SHEET FOR
GLAZING OPTIONS
SUPERIMPOSED DESIGN PRESSURE '
LOADS ON SUPPORTING STRUCTURE
DOOR
WIDTH
DOOR
HEIGHT UNIFORM LOAD EACH JAMB PLF
8'-0" ALL 916/-105.2
9'-0' ALL 103.1/-118.4
MARK R BARROW, PE
FLORIDA LICENSE NO 57339
TEXAS LICENSE NO 93119
13 GA ROLLER SLIDE ATTACHED TO
BRACKET WITH 5/16-18 BOLT k NUT
IN CENTER SLOT AND 1/4-20.9/16'
TRACK BOLT k 1/4-20 HEX NUT
THROUGH ANY TWO ALIGNING HOLES
1113CACOMMERCIAL 'A' FRAME 1TOPBRACKETATTACHEDWITH
4) 1/4-14.7/8" SELF
DRILLING CRIMPTITE SCREWS ----
ADD (2) 1/4-14.7/8' l
SELF DRILLING CRIMPTITE SCREWS
i6 GA END STILE-
2' 2' NYLON STORMCARD ROLLER
WITH 4-1/2' STEM
14 GA WIDE BODY END
HINGE ATTACHED WITH
4) 1/4-14.5/8" SELF
TAPPING SCREWS-
18 GA NARROW BODY
INTERMEDIATE HINGE
ATTACHED 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) !
1/4-14.5/8" SELF DRILLING
TAMPER RESISTANT SCREW
n o
JAMB BRACKET SCHEDULE
DOOR
HEIGHT
NO. OF
SECTIONS
NO OF JAMB
BRACKETS
EACH JAMB)
TRACK
TYPE
LOCATION OF CENTERLINE OF JAMB
BRACKETS MEASURED FROM BOTTOM
OF TRACK (ALL DIMENSIONS t 2")
6'-6' 4 4 01 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 5 OI 4' (01). 28-1/2' (JB-US), 43" (01). 62-1/2" (01). 72" (JB-US)
7'-6' S 1 5 1 FAT 0" (JB-US), 26-3/4' (JB-US), 45' (JB-US). 63" (JB-US), 74-1/2' (JB-US)
8'-0" 5 5 01 4' (01). 34' (JB-US), 46" (01). 58' (JB-US), 66-1/2" (a)
8'-0" 5 S Fp7 JB-US), 48" (JB-US), 57-1/2" (JB-US), 77-1/2' (JB-US)
NOTE8'-0 B, ESEE NOTE BELOW
20 GA CENTER STILE---,, FL DOOR
0 1il
nuJL
JB-US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-2D.9/16" TRACK BOLT AND NUT
01) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK.
ALL DOORS GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS.
Wa
Salton
STATIC PRESSURE RATINGS APPROVED SIZES SC.
DESIGN (PSF): r +22.90/-26.30 1 MAX NIDTH: 9'-O"
TEST (PSF)• +34,35/-39.45 - MAX HEIGHT: 14'-0' IDR,
IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21" CHI
MODELS"8000/8100
3395 ADDISON DRIVE
PENSACOLA, FLORIDA 32514
850) 474-9890
WINDLOAD SPECIFICATION OPTION CODE-1011
REVISIONS
MODIFIED NOTES TO
ATE THAT LOUVERS
E NOTIMPAC7
SISTANT.
T 6/29/07
MODIFIED JAMB
ACKET SCHEDULE
LOWING REPLACEMENT
OI WITH JB-US
QED MAX GLAZING
AENSION TO NOTES
iEET 1 ADDED TRACK
FLAG CONNECTION
1TE.
T 11/10/07
MODIFIED LOUVER
TION. ADDED TEXAS
CENSE NUMBER TO
TLE BLOCK
T 9/19/08
LE: N.T.S. SIZE. A
DATE NAME
WN 5/10/06 _ CRT
KED 1/22/07 MRB
SHEET 1 OF 2
DRAWING PART NO
I
REV
327010 P3
i 0I
O O
o I°
U 1J
U-BAR LOCATION
8) SECTION DOORS WITH
5) 3" 20 GA 80 KSI U-BARS
LOCATED AS SHOWN
7) SECTION DOORS WITH
4) 3" 20 GA 80 KSI U-BARS
LOCATED AS SHOWN
6) SECTION DOORS WITH
4) 3" 20 GA 80 KSI U-BARS
LOCATED AS SHOWN
5) SECTION DOORS WITH
3) 3" 20 GA 80 KSI U-BARS
LOCATED AS SHOWN
4) SECTION DOORS WITH
2) 3" 20 GA 80 KSI U-BARS
LOCATED AS SHOWN
I
ATTACH U-BARS WITH
2) 1/4-14.7/8" SELF
DRILLING CRIMPTITE SCREWS
AT ALL STILE LOCATIONS, TYP
W
STATIC PRESSURE_ RATINGS APPROVED SIZES S
a ® DESIGN (PSF): ` +22.90/-26.30 7 MAX WIDTH: 9•-0'
TEST (PSF)• `+34.35/=39.45 MAX HEIGHT: 14*-0" D
1pton IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21" C
MODELS 8000 0081MARKBARROW,
3395 ADDISON DRIVE / FLORIDA LICENSE NO. 57389
TEXAS LICENSE NO, 93119 PENSACOLA. FLORIDA 32514
WINDLOAD SPECIFICATION OPTION CODE,11.01850) 474-9890
REVISIONS
MODIFIED NOTES TO
ATE THAT LOUVERS
E NOT IMPACT
SISTANT,
T 6/29/07
MODIFIED JAMB
ACKET SCHEDULE
LOWING REPLACEMENT
OI WITH JB-US.
IDED MAX GLAZING
AENSION TO NOTES
IEET 1. ADDED TRACK
FLAG CONNECTION
ITE.
T 11/10/07
MODIFIED LOUVER
TION. ADDED TEXAS
CENSE NUMBER TO
TLE BLOCK.
IT 9/19/08
N.T.S. SIZE: A
DATE NAME
1 5/10/06 GRT
ED 1/22/07 MRB
SHEET 2 OF 2
DRAWING PART NO. REV
327010 P3
PLICE PLATE LOCATION
SEE SCHEDULE
i
14" IF1MAX '
12"
MAX
121 ' f
MAX
i
f 12"
MAX
12"
MAX
1
I
12,.
MAX
f
CLIPS TO BE EITHER
RIVETED, BOLTED, OR
WELDED. SEE DETAILS
THIS PAGE.
MARK R BARROW, PE
FLORIDA LICENSE NO 57389
EE CLIP DETAIL
LIP LOCATIONS
EE SCHEDULE
RACK
13 GA MIN
CONTINUOI
WALL ANG
11 GA MIN
CLIP SEE
SCHEDULE
TRACK
3) 1/4"-20 TRACK
OR CARRIAGE BOLT
WITH 1/4"-20 NUT
TYPICAL CLIP
13 GA MIN
BOLTING DETAIL
CONTINUOUS
WALL ANGLE--=/ .iI I ,\ TRACK
2) 1 /4„ X / j lii "-I II
7/16 SEMI f II
TUBULAR
RIVITS
11 GA MIN \
I I I^_; I (1) 1/4"-20 TRACK
CLIP SEE ,'i I / OR CARRIAGE BOLT
SCHEDULE 11 ill / WITH 1/4"-20 NUT
TYPICAL CLIP
RIVETING DETAIL
RSW
0.28 '•! j`
11 GA MIN CLIP
2 II ..__ _ SEE SCHEDULE
I ICI'
13 GA MIN
I'
i ;
I (
1) 1/4"-20 TRACK
i OR CARRIAGE BOLT
CONTINUOUS I ! WITH 1/4"-20 NUT
WALL ANGLE--, T II Imo'
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 P
18'-0" 46.0 PSF/-52.0 P
TRACK SUPPLEMENT
SF wam®
SF
On
3395 ADDISON DRIVE
CHART PEN (
850)ACOLA474 -98FLR90 32514
REVISIONS
2 2 INCH
2ACK-CLIPS- TEXAS
ALL ANGLE 12 FOOT
PDATED
IJ 6/11/03
3 UPDATED FORMAT.
CREASED ALLOWABLE
RESSURES TO
46.00/-52.00 PSF FOR
L DOOR WIDTHS.
iANGED 'TEXAS WALL
VGLE_TO 'CONTINUOUS
ALL ANGLE'. ADDED
JBSTRATE MOUNTING
TAIL. CHANGED TO
TEN HD ANCHORS
iT 4/2/07
1 CHANGED FORMAT
IDED MODELS 9800
Q 8024 WITH OVERLAY
TRACK CLIP
HEDULE.
1T 8/21/07
i UPDATED MODELS
STED IN CHARTS
DATED SPLICE k CLIP
HEDULES.
P 9/06/07
i UPDATE MOUNTING
TAIL DRAWINGS
IT 10/05/07
I UPDATED CHARTS TO
MINATE THE USE OF
IE #8 CLIP (REPLACED
TH p9 ACROSS THE
UPDATED STEEL
1NTING DETAIL
1 04/11/OB
DATE NAMI
DRAWN 1 8/21/07 CRT
CHECKED 8/21/07 MRB
SHEET 1 OF 2
DRAWING PART NO I REV
307494 I P8
5/16" x 1-5/8"
LAG SCREW OR
EQUIVALENT INTO
MIN 2 x 6 NO.2
2 3/4" t 1 "
EDGE DIST
E60XX MIN.
1/8 2 24
1/8 V 2-24
MIN 3/16" THICK
STEEL FOR MOUNTIN
WALL ANGLE
CLIP AND SPLICE PLATE SCHEDULE
MODELS 8024 8124 WITH DECATRIM OVERLAY 2-1 2" THICK
DOOR
HEIGHT CLIP S FROM BOTTOM TO TOP SPLICE
PLATE #
7'-0" 7, 9, 9, 9, 9, 11 16
8'-0" 7, 9, 9, 9, 9, 11, 11 16
9'-O" 7, 9, 9, 9, 9, 11, 11, 11 18
10'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13 18
11'-0" 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" 1 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22
OPTIONAL: WALL ANGLE MAY BE ATTACHED TO SUPPORTING
TRACK CLIP------- STEEL WITH MIN. (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" SPF (G=
T E H _._ O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS INBETTERATEACH
1/4-20x9/16' ; LIEU OF WELDINGHOLEORPAIROF
TRACK BOLT ANDHOLELOCATIONS !
1/4-20 HEX NUT
7 %
MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL
2 3/4"
MIN EDGE DIST
MARK R BARROW. PE
FLORIDA LICENSE NO, 57389
3/8" SIMPSON TITEN HD,
2-3/4" MIN EMBED INTO
MIN 2000 PSI CONCRETE
AT EACH HOLE OR PAIR
7rs=
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
DOOR
HEIGHT CLIP S FROM BOTTOM TO TOP SPLICE
PLATE #
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" 5, 6, 6, 7, 7, 9, 9, 9, 11 14
ll'-O" 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 18
14'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13, 13 18
MODELS 6100 8300 (1-1/2" TO 1-3/8" THICK
DOOR
HEIGHT CLIP S FROM BOTTOM TO TOP SPLICE
PLATE #
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, 61 6, 7
1 8
10'-0" 1 4, 4, 4, 4, 5, 6, 6, 7, 7 g
MODELS 9100 9400 9600 9700 9800 1" THICK
DOOR
HEIGHT CLIP S FROM BOTTOM -TO TOP SPLICE
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'-O, 4, 4, 4, 4, 4, 4, 4, 41 4 6
Wayne®
B51tOn
3395 ADDISON DRIVE
TRACK SUPPLEMENT CHART PENS(
850)A474FLORIDA0 32514
REVISIONS
2 INCH
ACK-CLIPS-TEXAS
LL ANGLE 12 FOOT
DATED
J 6/31/03
UPDATED FORMAT
REASED ALLOWABLE
ESSURES TO
6.00/-52.00 PSF FOR
L DOOR WIDTHS
ANGED "TEXAS WALL
GLE" TO "CONTINUOUS
LL ANGLE' ADDED
BSTRATE MOUNTING
TAIL, CHANGED TO
EN HD ANCHORS
T 4/2/O7
CHANGED FORMAT
DED MODELS 9800
D 8024 WITH OVERLAY
TRACK CLIP
HEDULE.
T 8/21/07,
UPDATED MODELS
TED IN CHARTS
DATED SPLICE h CLIP
HEDULES
9/136/O7
UPDATE MOUNTING
TAIL DRAWINGS
1 10/05/07
UPDATED CHARTS TO
MINATE THE USE OF
8 CLIP (REPLACED
H #9 ACROSS THE
ARD),
10/24/07
UPDATED STEEL
UNITING DETAIL
3 04/11/08
DATE
DRAWN 1 8/21/07 1 CRT
CHECKED B/21/071 MRS
SHEET 2 OF 2
DRAWING PART NO REV.
307494 P8
Jamb Connection
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)"orE s
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
340 24 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 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 1 11 8 7
780 11 8 7
800 1 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 = 16f1
LOAD PER JAMB = 30psf x 161t/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. 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 B18.2.1.
Approved
Mark R. Barrow, PE
Florida License No. 57389
Wayne Dalton Corp.
3395 Addison Drive
Pensacola, FL 32514 Revision P$
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 Nore
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 (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"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/11
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.
ADDroved
Mark R. Barrow, PE
Florida License No. 57389
Wayne Dalton Corp
3395 Addison Drive
Pensacola, FL 32514 Revision P$
SCHEDLILE3
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 TOTE 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 16f1/2 = 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/AF&PA NDS-2005 AND ACI 318-05, APPENDIX D.
Approved
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 "oTE 4
2000 PSI
CONCRETE NOTE I
4000 PSI
CONCRETE "oTE'
2000 PSI GROUT
FILLED CMU"oTE I
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 1 9
800 13 13 1 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 = 30psl
DOOR WIDTH = 161t
LOAD PER JAMB = 30psf x 1611/2 = 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/AF&PA NDS-2005.
9. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS.
ADoroved
Mark R. Barrow, PE
Florida License No. 57389
Wayne Dalton Corp,
3395 Addison Drive
Pensacola, FL 32514 Revision P8
palton
3395 ADDISON DRIVE
PENSACOLA. FLORIDA 32514
850) 474-9890
I
1
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FASTENERS PER
SCHEDULES 1 ih.RU <
MINIMUM 2.6ISIRUC-URAL GRADE
I LUMBER. TYJ
AXIN'LM i I
SPACING
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5" MAX — I
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SOl.i i_P1. -01 BPAC{r'
UII.BER-
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L(2) 3/8" SIMPSON TITEN HD SCREW
ANCHOR WITH A 1 1/<' WASHER AND
A MINIMUM. EMBEDMENT DEPTH Or
2-3/4AND A MINIMUM EDGE DISTANCE
OF 2-3/1- DETAIL
1 V.
INIMUM 2 00 PSI N R- iP JOTF
M.A%I.V•UN. DESICN LOAD ICAPACIT" OF 2085 LBS MARK
R BARROW, PE FLCRIDA
ICENSE NO 57389 MINIMUM
2.6 #3 C r•:A:;-• OC{ SOUTHERN
PIN; 1 LUMBER —
T i
s/
8' SIMPSON TITEN HD SCREW ANCHOR
IV17H A 1-1/<' WASHER AND A
MINIMUM EMBEDMENT DEPTH OF 2-
3/1AND A MINIMUM EDGE DISTANCE 01 <
TAV_2
MINIA!U
V. 0 '1 o I 'Ql L D CMU TL.i
MAXIMUIn DE$I GN LOAD APACITY OF
2400 LEIS MINIMUM. 2.
6 (,13 •-AOE' CC* SOU1hERN PINE ;
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3/8"
Oln _AG SCREWS WI i:, •-
1/<' 00 WASHERS LAG SCREWS
SHALL HAVE A MINIMUM PEKE
iRATION OF 1-9/
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DF77mi W00
MAXIMUM
iR ;URA i MAxIMUM
DESIGN LOAD CAPACITY OF
2430 L35 i..., ....., JAMB CONNECTION
SUPD!EMEN- KEDI 5/
24/07 I DRAVANG PART
NO i 324620
INSTALLATION SERVICES CUSTOMER CONTRACT - MWORK - GARAGE DOOR •
DALTON _
LOWES OF SANFORD, FL, STORE# 1657 STORE PHONE: (407)430.4060
80 ORLANDO DRIVE SALESPERSON: JORDAN HOFF
P7ANFORD. FL 32773 SALESPERSON ID: 1493025
Document Print Date: 0311712011 This is only a
Quote for the merchandise and services printed below. This becomes an agmarnent upon payment and an endorsement by a
Lowe's register validation. Upon such payment and endorsement, the entire agreement, nnctuding Me specifically completed pages
of this document, the Temns and Conditions inciudedwith this document and any other addenda or attachments hereto,
shall be referred to herein as this "Contract.' PLEASE READ THISENTIRE DWUMENT
INCLUDING THE -TERMS-AN D CONDnOHS." BEFORE S[CNING. or Contractor License Number
Lowe's Customer Name Horne Phone
S MARCIA LONG 407-
3244681 O Customer Address Other
Phone 182 EDGEWATER CIR 407-
461-9346 L City State / Province
Tap 1 Postal Cade D SANFORD FL 32773
Installation Address T 182
EDGEWATER CIR
Installation City Installalion StatelProvince
Installation ZiplPostall v Code SANFORD FL
32773 MERCHANDISE
AND INSTALLATION SUMMARY
MERCHANDISE SUMMARY Materials Price
INSTALLATION DESCRIPTION
Location : garage
Garage Door
Size: 8 x 7 Garage Door Color: white
Describe extra installed Garage floor .wcessories : None Store 1657 Project No.
320694346 for MARCIA LONG STORE COPY Rage 1
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Will GOO be installed: No
Customer Understands Scope of the Project: Yes
Who Will Oblain Permit : Installer
Additional Miles Traveled over 20 : 0
Other Work Charge : Yes
Existing Damage: Yes
Permit Required: Yes
Permit Pee : Yes
Describe Other Work Needed: full retrame
Comments: No Comment
Additional Specifications:
Labor Charges
Detail Deduction
STORE C
Notation: Lowe's will not make structural mod ilications. paint or stain or removereinstall security system equipment. Installer wilt plug cord into 110V recep:
within 3' of opener. Lowds 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 ha
may exist in dwellings built prior to 1978. See pamphlet EPA 747-K-99-001 for eetails.
TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES applicable labor is taxable,check local tax restrictions.
SUB -TOTAL 1
TAIL
ORDER TOTAL z'"J
BALA14CIE DUE
Work Is to commence upon reasonable availability of Contractor whlch is anticipated to taa [Ill in date].
Estimated completion date Is [fill in date].
NOTICE TO CUSTOMER
All items listed In this contract and specification sheets) are to be installed uncer conditions agreed upon at time of purchase and at the price appearing
on this contract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation
necessitated by defective substructures, superstructure, points of attachment, or the moving of tixtures or appliances to be billed at extra cost to custom-
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Store 1657 Project No. 320694345 for MARCIA LONG JS
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er. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERM5 ANU UUNUI m
BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE 71
THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT T THE TIME 0 S IG NATURE_ ruw
WITNESS OUR(HAND S) AND SEAL(S) BELOW THIS DAY OF C
Lowe's Home Centers, Inc.
By; ,4'1ri `a&6a& l t " f! (Seal)
Print Name.— Mo&a rAEF
3-+W S, Dr- scan10 Ln,..
Address
City
V W19
ProWme Zip / Postal Code
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Print Name
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Print Name
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Customer acknowledges receipt of a true copy which was completely filled in prior to Customer's execution herec
at any time prior to midnight on the third huainess day after the date of this transactlon. See the attached
this right.
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Store 1657 Project No. 320694345 for MARCIA LONG
INV
Cvving F1 '
GOA5140-40,45f
FAX
TO_ ' e,O
FAX {l 67 , lc 92- - 9 ) S a
PHONE
RE
Bonita Springs/Naples
239) 498-4478
Cape Corai/Ft.Myers
2620 N. Tamiami Trail
N. Ft. Myers, FL 33903
239)540.6888
Jacksonville
904) 281-9199
Lake City/Gainesville
PO Box 1156
Lake City, FL 32056
386) 754-3667
Lakeland/Winter Haven
863) 965-2719
Manatee/Sarasota
1177 Cattlemen Road
Sarasota, FL 34232
941) 371-7242
North Port/Englewood
941) 423.8888
Ocala/Clermont
352) 243-911 1
Orlando
407) 859-5195
Orlando Wholesale Center
175 Anchor Road
Casselberry, FL 32707
407) 331-0804
Port Charlotte/Punta Gorda
1298 Market Circle Unit 1-13
Pon Charlotte, FL 33953
941) 629-2400
FROM _
Palm Say/Vero Beach
Pt. St. Lucia/West Palm
500 Kitterman Road
Port St. Lucie, FL 34952
888) 435-0552
Sabring/Okeechobee
888) 435-0552
Sun City
813) 634-2742
Tampa/8rooksville
B13)224-0123
Titusville/Palm Bay
888)435-0552
PAGES INCLUDING COVER
z'`
DATE Z a 3- 11
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D & D GARAGE DOORS
1723 PREMIER ROW
ORLANDO FL 32809
OFFICE # 407-331-0804
FAX # 407-8548587
17/Z:a6ed 2SZS889Z0b:ol 2T69ti22Z0t7T :wo.td BT:22 TT02-22-NUW