2021 Lake Ave 10-1797; ADDITIONKey
PERMIT ADDRESS Qo Z 1
CONTRACTOR S E L
ADDRESS `4 3
PHONE NUMBER 3 c- I , 3 (o 3
PROPERTY OWNER eq ( c
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTO
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
SUBDIVISION
PERMIT # I c i 17 DATE 7
PERMIT DESCRIPTION Q Cl-
PERMIT VALUATION )S I
U
SQUARE FOOTAGE
F
p
Ll
CITY OF SANFORD
RECEIVED BUILDING & FIRE PREVENTION
AUG 13 2010 PERMIT APPLICATION
Application No: Documented Construction Value:
Job Address: a ; c J Ln .be C 1 Historic District: Yes No
Parcel ID• I "' o Zoning:
4
Description of Work:
Plan Review Contact Person: Title:
Phone: Fax: E-mail:
Property Owner Information
Name l5( S Phone:
Street:LM/)PU66fS Resident of property?
City, State Zip,3976
a
Contractor Information
Name 1 1 'I ( 5 V- { I 1 I Phone: —
Street: 1 SC1 Fax:
City, State Zip: -- State License No.:(
Architect/Engineer Information
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Building Permit
Square Footage:
No. of Dwelling Units:
Electrical
New Service — No. of AMPS:
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:
w' ,,
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.
1A.
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.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
ignature of Contractor/Agent Date
lo 7. J j _
Print Con ct gent's Name
Si ature of Notary -State of Florida Date
Y "th •
a F
FRANCINE V. HILL
MY COMMISSION # DD 898778
rr; EXPIRES: October 12, 013
Nf 8:"' 90nded Thru Notory Public derwriters
UTILITIES:
1
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING:
Rev-11-.08-
LIMITED POWER OF ATTORNEY
I hereby name and appoint
act for me and apply for
location described as:
IOrn rna
a MCCh:CICPermit
Addreessss of Job)
Ownef of Prope y)
to be my lawful attorney in fact to
for work to be performed at the
And to sign my name and do :all, thi gs necessary to s,appointment.
Signature of Certified Contractor)
L&q -u) M 5 T/F
Printed Name of Contractor and License Number)
STATE OF FLORIDA
COUNTY OF
The foregoing ' trum nt was acknowledged before me this day of
Y % s who i:s er known to me or hasPY
od (type of identification) as identification.
EA,V'P7eXdpTh CINEV. HILLsignlureofNotaryPublic, State of FloridaSION #DD 898778
t4 r pt3
ta Public Underwriters
Pri n tfrype/S tamp Name of Notary Public
6502 Forest City Road
Orlando, Florida 32810
Orange Fax Seminole
407) 277-1159 (407)292-4390 (407) 366-7283
St. Certified CAC056779 Visit our Website at www.milisair.com
Proposal /Agreement
Customer Name Date
f
Street }C —_J C / K ' `r ' street
City. State, zip G / d )C( _3 City, State, Zip
Phone . 3 Q ! "L'_ Phone K L16 -7
Mills Air Inc. proposes to furnish, install and warranty the relate Equipment for your
home In accordance with the condition and specifications set forth in this proposal.
7 Air Conditioning,, - Brand ----.— —Size — — Type Seer
7 Air Handler - Brand _ _ Size — Heat Strips
O Air Conditioning - Brand _ —__ Size — Type Seer
7 :fir Handler - Brand Size Heat Strips
1 Furnace — O Other
DUCTWORK/AIR (_)ISTRIBUTION
t<W Supply Grille(s) and associated ductwork —_. O Ultraviolet Light kit
1 New Return Grille(s) and associated ductwork O Media Air Fitter
1 Complete supply air trunk system with all required O Balance air distribution system for uniform temperature
Branch and return ductwork O Electronic Air Cleaner
OLeak proof mastic seal application O Other
PIPING
O Opti-sized refrigerant lines with armaflex insulation O Refrigerant filter dryer
O Architectural exterior refs-erant line enclosure O Drain line safety float switch
7 Priinary condensate drain O Condensate pump
O Secondary condensaue drain with pan O Other _
711 work done In accordance v tth existing codes __q omplete clean up including vacuuming and use of drop
O Crane or lift required _ cloth.,;for the protection of home furnishings
71 All required pernuts T,ml work preformed in a neat and professional manner
7 Rernov'd of cm tin equipmeru from prcnuse: by class I Certified Technicians
7 Condenser pad
O Attic insulation O R 19 1 R30 L Other
E_Ec RICA./coN'YROI_.S
O install new Amp electric service and panel O Programmable thermostat
11 Low voltage control wiring O De hu nidistat
O Digital read-out thermostat O Other
O Heat Pump digital read-out thermostat
GUARANTEES
Labor
O I year O 2 year O 5 year O 10 year TOTAL INVESTMENT $
Parts
O l year 7 2 year O 5 year O 10 year
Manufacturer's Compressor' Warranty
7 1 year 1 5 ticar r] O year I IU yetis
NlanufacturCs Heat Exchanger Warranty
7 10 yetir 77 15 year :7 20 Year
Extended Warranty
1 1 2-5 P `L. 7 I () P& l_
A p pro % a l _-------
ric•ing cffectirefor30 dugs.
ROUGH IN COMPLETION
LESS CREDIT'S
I.)OW N PAYMENT
BALANCE ON COMPLETION
Approval
6D "
Buyers Signature agree:; to pruvide payment in full upon completion)
Date 16
Approval _ -- _
Signature agrees to provide payment in futl upun completiun)
Date
l , , 7 CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: Documented Construction Value: S
Job Address: 2024 44Je-- Historic District: Yes No
Parcel ID• Zoning:
Description of Work: Q1SrLQ_ 2/4k z d_1 .
Plan Review Contact Person: Title:
Phone: '3?-) 2-?6 `fI Z3, Fax: E-mail: UJAlk<,a iQ6_QQ tEojrvtd7L Name
Street:
City,
State Zip: Property
Owner Information Phone:
Resident
of property? : Contractor
Information Name
2CATea /aerC4 6(.rc1.9f oo-1_1 -T-e • Phone: Street: ,-
bV Fax: _ City,
State Zip: Qe1A--?010 State License No.: Architect/
Engineer Information Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Building
Permit 13 Square
Footage: 2 0 0 s No.
of Dwelling Units: Electrical
3
Z) - Z 6 4(2-3 Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
PERMIT
INFORMATION Construction
Type: Flood
Zone: New
Service — No. of AMPS: Mechanical (
Duct layout required for new systems) No.
of Stories: Plumbing
New
Construction - No. of Fixtures: Fire
Sprinkler/Alarm 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.
Signature of Owner/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: UTILITIES:
ENGINEERING:
COMMENTS:
1.7
S)giatute of Contractor/Agent Da
Print Contractor/Agent's Name
0L9ua-y „ C) S . / / . /v
Signature of Notary -State of Florida Date
F
U EBBIE BLANIOI
MY coNNISSION a DD629096
e EX:'1RES: February 25. 2011
gOTAR`! FI. Notary Discount As: M Co
Contractor/Agent is Personally Known to Me of
Produced ID Type of ID F- 1, ev-p - I
WASTE WATER:
BUILDING:
Rev 11.08
August 11, 2010
Greater Florida Electrical Contractor Inc,
5100 Hoffner Ave. Orlando FL 32812
CC 13002 q r -7
Greater Florida Electrical contractor is responsible for starting and finishing the
job in agreement with SEI Custom Inc.This job will be finished including the rough
work and trim work.
Job Address:
2021 S. Lake Ave.
Sanford Florida
Job Descriptions:
1. Wire the bathroom with two switches one for the fan and one for
banity light
2. Wire a GFI outlet in the bathroom
3. Wire the switch for the light in the laundry room
4. Wire the dedicated circuit for the washing machine
5. Wire a 220 volt circuit for the dryer
6. Wire a 220 volt circuit for the water heater
7. Wire the switch to the fan in the back porch
Proposal p ' inclu ng labor and materials: $450.00
Signatu , Date
SEI Custom Inc.
t
Permit # : A,4— ! 74
Job Address: 0641 L
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
Date:
RECEIVED '
JUL 2 1 2010
7. 21 va
Value of Work: $ / 7
Permit Type: Building Electrical Mechanical Plumbing L"' Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: of Fixtures # of Water & Sewer Lines of Gas Lines
Plumbing/New Residential: # of Wader Closets I Plumbing Repair':—Residenti Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: Attach Proof of Ownership & Legal Description)
Owners Name & Address: eo..
Phone:
Contractor Name & Address: , l v,?J q (/`/l/ -%0--
Phone & Fax: _7
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer
Address:
Stat icensse Number: ( 'n C/S y YL/ 7 —
Person: (/ Phone: 3 716
Phone:
Fax:
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. 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
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced ID
APPLICATION APPROVED BY: Bldg:
Special Conditions:
Law, FS 713.
Contractor/Agent is — Personally Known to Me or
Produced ID __
Zoning: Utilities: FD:
Initial & Date) (Initial & Date) (Initial & Date) (Initial &
Jason Sellers
From: actionplumbing1 @aol.com
Sent: Thursday, June 03, 2010 3:17 PM
To: jason@seicustoms.com
Subject: south sanford
Actin Plumbing Inc.
610 Silverton St. Orlando, Ff. 32808
R. Kent Hall — President Celebrating over 43 Years Office 407-293-7576
License # CFC 054906 ActionPlumbingl(cDaol.com Fax 407-297-6270
06/03/10
Jason Sellers SEI Custom Homes
RE: South Sanford
1 Re -use all existing Fixtures
Re -rough proposed Plumbing properly and Re -set all existing Fixtures
Existing: Water Closet
Lav
Shower Stall
Washing Machine Box
Electric Water Heater
All Flooring removed, patched and Hauled by Others
i
s
E'
6,J 1 1. (_crv_c-
We Propose hereby to furnish material and labor - complete in accordance with above specifications,
for the sum of:
One Thousand Seven Hundred Eighty Five & 00 $ 1,785.00
All Materials is guaranteed to be as specified. All work to be completed in a workmanlike manner
according to standard practices. Any alteration or deviation from above specifications involving extra
costs will be executed only upon written orders, and will become and extra charge over and above
the estimate,. All agreements contingent upon strikes, accidents or delays beyond our control. Owner
to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workmen's
1
Co pensat' Insurance.
710g119
Action Plumbing Inc. Date
This proposal may withdrawn by us if not accepted within 30 days
Acceptance of Proposal: The above prices, specifications and conditions are satisfactory and are
hereby accepted. You afe uthorized ado work as specified. Payments will be made 60% Rough
ub-Se and 400 T im, all extra's will be separately billed. ti....--____.
Builder Date
A service charge of 1 112% per month (18% per annum) will be applied to all past due accounts. In the event legal action
is necessary for the collection of this account, customer agrees to pay all costs, includingreasonable attorneys fees
0
z.
RECEIVED
CITY OF SANFORD
JUL 8 2010 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: / ®' ?ql Documented Construction Value: $ ."
Job Address: .)0.) l 5. La, k e- Historic District: Yes No ®--
Parcel TD: 3— ! -3o -' SD o - dbOO - aill Zoning:
Description of Work: Re.6,i 1d n(j- j i+fn,, LD -1- c i
Plan Review Contact Person:
Phone: 3a 1- "j' '- (/; 3 Fax:
Title:
E-mail: J ;•, ( Z L t orv 9- v
Property Owner Information
Name O P s/ c[( Phone: W r "/ 2 ",0//(
Street: 70 Resident of property? : Vctca rt'
City, State Zip: U114 LK
Contractor Information
Name SE 6w5+0v-5 Phone: 3,., 1--3g1-6LO ?e
Street: q3_ l 00t-44,prA I- Fax:
City, State Zip: Odn „x,@o , 1=L 3a-y'p y State License No.: r_
4,('
vv"-
Architect/Engineer Information '/
Name: ` n Eli itr5 Phone: 4 07-.ems--ffhS"Y
Street: P 0. 68)< Fax: gG 2 5vD,-I.
City, St, Zip: kG 1.27951 E-mail:
Bonding Company:
Address:
Building Permit 0'
Square Footage: .226
No. of Dwelling Units:
Electrical 0-
New Service - No. of AMPS:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type: No. of Stories: I
Flood Zone: Iva
Plumbing Cam'
New Construction - No. of Fixtures:
Mechanical O'(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 permit fees when the
permit is released.
ignature of Owner/Agent Date
L'o%vllrol I-,
Print Owner/Agent's Name
of Florida Date
r BRYAN REYNOLDS
Notary Public, State of Florida
Commissions DD954216IMYOGMM.exores,lan.20,20141
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING:
COMMENTS:
ENGINEERING:
UTTLTTIES:
FIRE:
Signal e of Contractor/Agent Date
Print Contractor/Adrit's Name
Date
BRYAN REYNOLDS
iNotary Public, State of Florida Commissions
DD954216 My
90mm, expires Jan. 20, 2014 Contractor/
Agent is Personally Known to e or Produced
ID _ Type of ID q, Or L aA'3 S WASTE
WATER: BUILDING:
71,1.7h O Rev
11.08
THIS INSSUMENT PREPARED BY: IiIAI YAiV)Vt CVOW.:! il_ -W i LtlIIAJ C1' (::Ld11;{T
Name-.1M --
Address: j (hiJ f1 r±iG' 1 1;1 RIEM.0401_1 i>(iiWT
State of Florida CLERK'S #i 20100181536
RECONi)EO IW12:df `1N
NOTICE OF COMMENCEM!C 11N6 I•I-
SOLD ItY 3 l.*t.ki?tlt^tttMa11)
Permit Number V— NC4 Parcel ID Number (PID) 5
G
69 '">>:7) //eki
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida Statutes, the following information is provided in this Notice of Commencement. {
DESCRIPTION OF PROPERTY (Legal description of the property and street address if available)
GENERAL DESCRIPTION OF IMPROVEMENT fC-114/.'7% h til es
tJ "Y3
OWNER INFORMATION '
t
Name and address:
T—
Name and address of Fee Simple Title Holder (if other than owner)
CONTRACTOR
i, Name and address: 4 y/
Persons within the State of Florida Designated by Owner upon whom I
by Section 713.13(1)(b), Florida Statutes.
Name and address:
ice or other documents may be served as provided
In addition to himself, Owner Designates
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement:
The expiration date is 1 year from date of recording unless a different date is specified.
of
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
STAT F "(by v1 Ln COUNTY OF
Zt
OWNERS SIGNATURE OWNERS PRINTED NAME
l
NOTE: Per Florida Statute 713.13(1) (g), owner must sign...... and no one else may be permitted to sign in his or her stead."
The foregoing instrument was acknowledged before'me this 1- L day o 1 20
by G-U,-k ', 1,U I (')!'1 . Who is persofially, known to me
Name of person making statement
OR who has produced identification type of identification produced 16Yl'fv
VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES.
UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT
ARE
T7 TO THF BEST OF Y WLEDGE AND BELIEF. CtH I I l-I tU l:UN1
SIGNATURE OF NATURAL PERSON SIGNING ABOVE
SE
CLERK OF CIRCUIT COURT
Nr KIMJONES SEM141 IE_ Y, FLORIDA
No jl( lic lorida
L la
OlflrrliSot) tr > 4 Notary Signature DEPUTY CLERK
1111 1 6 DWO
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
FA.RCg41?gTAta:_,
DAVID JOHNSON.,CFA. ABA
PROPERTY
APPRAISER
BEMINOLE OOUNTYF'L
11D1E. F1Rsis'r
SANFORD. FL 32771-146B
7 64C-6 7 7506
VALUE SUMMARY
GENERAL VALUES
2010
Working
2009
Certified
Parcel Id: 36-19-30-520-0000-1190 Value Method Cost/Market Cost/Market
Owner: EAGLE PROPERTY ACQUISITIONS Number of Buildings 1 1
Own/Addr: INC
Depreciated Bldg Value 65,718 80,550
Mailing Address: 470 DEWARS CT Depreciated EXFT Value 230 230
City,State,ZipCode: WINTER SPRINGS FL 32708 Land Value (Market) 14,570 20,398
Property Address: 2021 LAKE AVE S SANFORD 32771
Land Value Ag 0 0
Subdivision Name: PINEHURST
Just/Market Value 80,518 101,178
Tax District: S1-SANFORD
Portablity Adj 1 $0 0
Exemptions:
Save Our Homes Adj 1$0 0
Dor: 01-SINGLE FAMILY
Assessed Value (SOH)J$80,5181 101,178
Tax Estimator
2010 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 80,518 0 80,518
Schools 80,518 0 80,518
City Sanford 80,518 0 80,518
SJWM(Saint Johns Water Management) 80,518 0 80,518
County Bonds 80,518 0 80,518
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 2009 VALUE SUMMARY
SPECIAL WARRANTY DEED 05/2010 07377 0923 $41,000 Improved No
2009 Tax Bill Amount. $1,974
CERTIFICATE OF TITLE 01/2010 07326 1995 $100 Improved No
2009 Certified Taxable Value and Taxes
WARRANTY DEED 04/1991 02281 0742 $50,000 Improved Yes
DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
WARRANTY DEED 06/1983 01464 1050 $38,000 Improved Yes
Find Comparable Sales within this Subdivision
LEGAL DESCRIPTION
LAND
Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... i
FRONT FOOT & DEPTH 62 129 .000 250.00 $14,570 LEG S 10 FT OF LOT 119 & ALL LOT 120 PINEHURST PB 3
PG 71
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value
Est. Cost
New
Building
1 SINGLE FAMILY 1977 5 918 1,475 1,215 EW CONCRETE BLOCK $65,718 $77,088
Sketch
Appendage I Sqft UTILITY FINISHED / 70
Appendage I Sqft BASE SEMI FINISHED / 297
Appendage / Sgft SCREEN PORCH UNFINISHED / 190
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished Base
Semi Finshed
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
WOOD UTILITY BLDG 1991 96 $230 $576
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes.
Ifyou recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http://
www.scpafl.orglweb/re web.seminole_county title?parcel=36193052000001190&c... 7/14/2010
www.sunbiz.org - Department of State Pagel of 2
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Events No Name History
Detail by Entity Name
Florida Profit Coruoration
EAGLE PROPERTY ACQUISITIONS INC.
Filing Information
Document Number P08000064300
FEI/EIN Number 262983878
Date Filed 07/07/2008
State FL
Status ACTIVE
Last Event CANCEL ADM DISS/REV
Event Date Filed 10/06/2009
Event Effective Date NONE
Principal Address
470 DEWARS COURT
WINTER SPRINGS FL 32708 US
Mailing Address
470 DEWARS COURT
WINTER SPRINGS FL 32708 US
Registered Agent Name & Address
BOLTON, EDWARD E
470 DEWARS COURT
WINTER SPRINGS FL 32708 US
Officer/Director Detail
Name & Address
Title P
BOLTON, EDWARD E
470 DEWARS COURT
WINTER SPRINGS FL 32708 US
Title VP
BOLTON, GARTH E
103 LISA LOOP
WINTER SPRINGS FL 32708 US
Title SEC
BOLTON, NADINE J
470 DEWARS COURT
WINTER SPRINGS FL 32708 US
Annual Reports
Entity Name Search
Submit
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I' FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM t'IOOM8 Residential Component Prescriptive Method B ALL CLIMATE ZONES
Compliance with Method B of Chapter 11 of the Rorida Building Code, Residential, or Subchapter 13-6 of the Ronda Building Code, Building, may be demonstrated by the use of Form 1100B for single -
and multiple -family residences of three stories or less in height, additions to existing residential buildings, renovations to existing residential buildings, new heating, cooling, and water heating systems in
existing buildings, and site -added components of manufactured homes and manufactured buildings- To comply, a building must meet or exceed all of the energy efficiency requirements on Table 11B-1 and
all applicable mandatory requirements summarized in Table 11B-2 of this form. If a building does not comply with this method, it may still comply under Method A of Chapter 11 or Subchapter 13-6 of the
applicable code.
PROJECT NAME:F-h(,66_
AND ADDRESS:
BUILDER: SC e!lJ57? ^r(S /Ne
262i Qbk®if« $ PERMITTING
F)e_D jam, 3MI OFFICE:
OWNER: PERMIT NO.: jj I l 17 1 T I e7 JURISDICTION NO.: I `{' 9 O d
1. New construction including additions which Incorporate any of the following features cannot comply using this method: skylights or othernonvertical roof glass, glass area In excess of 16 percent of
conditioned floor area, and electric resistance heat (See Notes to Table 11 B-1 on page 21.
2. Fill in all the applicable spaces of the "To Be I nstalled" column on Table 11 B-1 with the information requested. All "To Be Installed" values must be equal to or more efficient than the required levels.
3. Complete page 1 based on the 'To Be Installed" column Information.
4. Read "Minimum Requirements for All Packages. Table 11B-2 and check each box to Indicate your intent to comply with all applicable Items.
5. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owners agent must also sign and date the form.
1. New construction, addition or existing building
r%f2. Single-family detached or multiple -family attached FICE
3. If multiple -family -No. of units covered by this submission
4. Is this a worst case? (yes/no)
5. Conditioned floor area (sq.
6. Glass type and area: XV
it. U-factor
b. SHGC
c. Glass area
7. Percentage of glass to floor area
8. Floor type, area or perimeter, and insulation:
a. Slab -on -grade (R-va.lue)
b. Wood, raised (R-value)
c. Wood, common (R-value)
d. Concrete, raised (R-value)
e. Concrete, common (R-value)
9. Wall type, area and insulation:
a. Exterior: 1. Masonry (Insulation R-value.)
2. Wood frame (Insulation R-value)
I,i. Adjacent: 1. Masonry (Insulation R-value)
2. «'ood fauna (insulation R-value)
10. Ceiling type, area and insulation:
a. Under attic (Insulation R-value)
b. Swale assembly (Insulation R-value)
11. Air distribution system: Duct insulation, location
Test report required if duct in unconditioned space
U
12. Cooling system:
Types: central, room unit, package. terminal A.C., ,as, none)
13. Heating system:
Types: heat pump, elec. strip, nat. gas. LP -Gas, gas h.p., room or PTAC, none)
14.
15. Hot water system:
Types: elec., nat. gas. LP -gas, solar, heat rem., tied. heat pump, other, none)
I hereby certify that the
the Florida Energy Code
I PREPARED BY:
e calculation are in compliance wi h
DATE:
3/ 16
I. AIJ 2177 OfV
2.
3.
4.
s. - , e! 0
6a.
6b. __
6c. sq. ft.
7. __/%
8a. R = in. ft.
8b. R= - _ sq. ft.
8c. R= sq. ft.
8d. R= sq. ft.
8e. R= _ sq.ft.
9a-1. R=_ A _ z2-9 sq.ft.
9a-2. R= sq.ft.
9b-1. R= _- sq.ft.
9b-2. R= sq.ft.
10a. R= 3 O sq. ft. i 10
10b. R= -_ _ _sq. ft.
11 a. R= .e_
11b.Test report attached? Yes No
12a. Type:iTR L
12b. SEER/EER: i'
12c. Capacity: - "! iZ5.-j-
13a. Type: eLF=3(__ 1 5'NLt a
13b. HSPF/COP/AFUE: _
13c. Capacity: 1'LKW
14. Yes No
15a. Type: _ C_-L _
15b. E F:
Review of plans and specifications covered by this calculation indicates compliance with the Florida
Energy Code. Before construction is completed, this building will be inspected for compliance in
accordance with Section 553.908, F.S.
I hereby certify that this building is in
0WNERAGENT-
the Florida Energy Code:
DATE:
BUILDING OFFICIAL:
ST1t..TED E1 `ERGY PIt RMANCE:Ii7EX* =
Tine Jniv the ner4y° Perttirr taricc Inc c ; t ie r re' et cicnt iftc hUme
1. ._. New Homey addition i70;<J I1.::.Ducts; Location.& Itisulation Level
2 Single ran orntpeaFtlraSpptAfV:e— r R vPunrher of.unitst (
ifnrulir-famrly) h. Return ducts FI ( I G R 4. nrnher, of
bedrooms 12 - Cooling systenrs Ca; crt is this u
womt-case' (ties t+r na) t a. Split system SF E 2 / 3 6. Cfciriclitioneti fluor
area s ft, b. Single package SEF12 7 t,iass
type do Area .j-_ / c Grouad/
Water
source COP: Roam trait EERz
Or. sin7le:or
double Default) Sqm ft. e 1'TAC EER jk sq. ft...:
f. C;as-drrven GC1P: Or Clear or
tinttl)efault) Sq. ft. l3..: Heating Systems Capacrt}: t liior apes, insulation
feel a. S}sfitsystenr heat:punrp : ffi.PF: a. Slap -on -grade;
ed a insaiarian R b. esirf le package #teat pump HS.PI . h Wood. raise.: R=
c. Eieetric resistance: Cop. c. Coimrete rarseti R
Gas furnace, natural gas A.FCE. Wail types; Insutationlevev cGas
furnace,LP AI+L=E _ Exterior... f CGas-driven
heat PUMP., Recov. EF F.: . . a Wood frame R=
1 1. Water heating sYsteiris h Metal frame R—
a .Electric resistance. EF. oncrefe Mock` R= S ::
b Gasi`ireti,.natitrai.gas LF. cL Log R= c:
Gas fireti,.LPG I F: c. Other R d.
Solar System. 'th tank :: EF: 1:cijatent e. i?
edicdted heat ptxirip with tank :. 1 : a:.l 'ood.:franie
R= :: f Heat recover unit:. eatRec°io b 1°letdi frame
R=:.Offier co Concrete block R
t5: HV C credits claimed (_
4lternrte P Olnt vi5tem :Method
only.)- d..Log R a.
Ceiling fans e:Other A R
h: Gross ventilation - :: 10 Ceiling itilies, inutlatron
level r 1t°'Bole house fan :.. a Lirtler:atfic R
3 d.Iuitrxnrie'cot lirrg credit h. Single assemhlN WL
a Maltlzane heating.credrt u:Iknee Wails! twlightWaits.
R= f.. Prtigraiiimahte: tlieriilostat. tL Radiaat. barrier installed
R teeitify hat this hone lms
c_amlJlied with tha Flnricla Enei4vE.ffieienCy Cide.For Buildiuia throtro the above energy say in+ featiiies.'which will lac Or excee: ed)iii this licsrsie
bd ore finlsl inspection. Ot ic:mise, a ni -v EPL misplay C: rat will .lie cosnplete'i hits d o installeztC C compliant- featiirL: .. _ -:. Builder Signature: Date rldtrress of ::\
ear
13onre: v v __
w _. C itvlFL Zip_,_
E-Codes Page 1 of 2
TABLE 11B-1 MINIMUM REQUIItEMENTS (See Note 1) All Climate Zones
BUILDING COMPONENT PERFORMANCE CRITERIA UISTALLED VALUES:
Windows (see Note 2): Factor = 0.65 Factor
SHGC = 035 SHGC =
of CFA < 16% of CFA =
Exterior door type Wood or insulated
Walls —ExL and Adj. (see Note 3):
came 13 Value =
Mass (see Note 3)
Interior of wall: 6 Value =
Exterior of wall: 4 Value = 4-
Electric resistance heat (see Note 10) Not allowed
Ceilings see Notes 3 & 4) R=30 Value =
Floors: Slabon-glade No requirement Value = /
Over unconditioned spaces (see Note 3) 13
40 gal' EF = 0'92 Gallons
Hot water systems (storage type)
50 gal: EF = 090 EF =
Electric (see Note 5): If 72
40 gal: EF = 0.59 Gallons =
Gas fired (see Note 6): 50 gal: EF = 0.58 FF=
Air conditionings stems see Note 7) SEER =13.0 SEER =
SEER = SEER =
Heat pump systems (see Note 8) HW =7.7 F=
Gas furnaces AFUE = 78% AFUE =
Oil furnaces AFUE = 79% AFUE =
Programmable thermostat see Note 10) Must be installed on all HVAC systems.Installed? allo
Ductwork: (see Note 9)Location: p-M L
Unconditioned space9 Unconditioned space
Conditioned space 4 TESTED
Rvalue' (t
Unvented attic assembly per R806.4 with insulation at the roof pl AA
Test report
Conditioned space
R-Value =
No test report required)
Air Handler location: r o t4
Av,)SUnconditionedattic9orgarage
ns test report Location. c-
Conditioned space or o duct test required
Test report:
Unvented attic assembly per R8%.4 with insulation at the roofpl
1) Each component present in the As -Built home must meet Or cxccW each of the applicable performance criteria in order to comply with this code using this method;
otherwise Method A compliance must be used.
2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U-Faclor and the maximum SHGC (Solar Heat Gain Coefficient)
criteria and have a maximum total window area equal to or leas that I6% of the conditioned Boor area (CFA), otherwise Method A must be used for compliance.
Exceptions: 1. Additions of 600 square feet (56 m2) or leas may have maximum glass to CFA of 50 perceuL 2. Renovations with new windows under >_ 2 foot overhang
whose lower edge does not extend further than 8 fed from the overhung may lave tinted glazing or doubl*Vm dear glazing. Replacement skylights installed in
renovations shall be double paned or single paned with a diffuser.
3) R-Values are for insulation material only as applied in accordance with mars ufachaerV installation instructions. For muss walls, the "interior ofwall" requirement (R-6)
must be met except if at least 50% of the R4 insulation value required for the "exterior of wall' is installed exterior of or integral to, the wall.
4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means ofmaintaimng insulation in place. Such means may include rigid insulation
board or air barrier shed materials adequately fastened to the attic sides of knee wall f5m=% materials.
5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 x volume)
6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 x volume)
7) For all conventional units with capacities greater than 30,000 Bm jff. For Small Dud, %gb-Velocity units, Space Constrained units, and units with capacities less than
30,000 Bnilhr see Table 13-607AB3.2 of the Florida Building Cade, Building, or Table N1107.AB3.2 of the Florida Brdlding Code, ResidendaL
8) For all conventional units with capacities greater than 3Q000131n/hr. Far Small-Dect, Mgh-Velocity units, Space Coned units, and units with capacities less than
30,000 Btu/hr we Table 13-607.AB.3.2B of the Florida Building Cade, Building or Table N1107.AB.3.2B Of the Florida Building Cade, Residential.
9) All ducts and air handlers shall be either located in conditioned space or tested by a (lass 1 BERS rater to be "substantially" leak free. "Substantially leak free" shall
mean distribution system air leakage to outdoors no greater that 3 cfm per 100 aquae fed of conditioned floor area at a pressure diffetentiat of 25 Pascal (0.10 in. w.c.)
across the entire air distribution system, including the manufacturer's air hanker eadosme. Exception: New or replacement ducts installed onto an existing air distribution
system as part of an addition or renovation. Such ducts shall either be insular to R-6 or be installed in eon&doned space.
10) The probibition on electric resistance heat and the regelrewtui for programanable thermostala do not apply to additions, renovations, and new heating systems installed
in existing buildings.
TABLE 11B-2 NMOM M REQUIREMENTS FOR ALL PACKAGES
COMPONENTS SECTION REQUIREMENTS CHECK
Exterior Joints &
Cracks N1106.AB.1.2 To be caulked, gasketed, weather-stripped or Otherwise sealed.
Exterior Windows &
Dom N1106_AB.1.1 Max.3 cfim/sq.B. window area; .5 of nlnf . door area.
Sole & Top Plates N1106.AB.1.2.1 Sole plates and penetrations through top plates of exterior walls must be sealed.
Recessed Lighting N1106.AB.1.2.4 Type IC rated with no penetrations (two alternatives allowed).
Multistory Houses N1106.A13.1.2.5 Air barrier on perimeter of floor cavity between floss.
Exhaust Fans N1106.AB.13 Exhaust fans vented to unconditioned space shall have dampers, except for combustion
devices with nit exhaust ductwork.
ConVly with efficiency requirements in Table N1112AB3. Switch or clearly marked circuit
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E-Codes Page 2 of 2
MA
breaker electric or cutoff (gas) must be provided. External or built-in heat trap mpfired for VIIIIWaterHeatersN1112.AB.3 vertical pipe risers
Swimming Pools & pas & heated pools must have covers (except solar heated). Noncommercial pools must have
N1112.AB.2.3.4 a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78%. HeatSpas
pump, pool heaters shall have a minimum COP of 4.0.
Hot Water Pipes NI 112.AB.5 Insulation is required for hot water circulating stems (including heat recovery writs)-
Shower Heads N1112.AB.2.4 Water How must be restricted to no more than 2.5 gallons per minute at 80 psis.
AC Duct All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
Construction, N1110.AB wtached, sealed, insulated and installed in accordance with the criteria of Section
Insulation & Installation INI l IO.ABC. Ducts in attics must be insuAcd to a minimwn of R-6.
HVAC Controls N1107.ABC.2 ISeparate readily accessible manual or automatic themrostat for each system.
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r --
A
CONSTRUCTION CONTRACT OFFICELn
THIS CONSTRUCTION CONTRACT ("Contract"), effective as of the date of the last parry to
sign below, is between SEI Customs, Inc. , having an address at
4321 Northern Dancer Way ("Contractor") and Eagle Property Acquisitions, Inc. ,
having an address at 470 Dewars Ct Winter Springs, FL 32708 ("Owner").
For valuable consideration the parties hereby agree as follows:
1. SCOPE OF WORK: Contractor shall provide all labor and materials, and perform all work
necessary for the completion of the residence, structure, or improvements as described in the
drawings and specifications signed by both Owner and Contractor ("Project") and more
particularly described as Addition 2021 South Lake Drive Sanford, FL
2. WORK SITE: The Project shall be constructed on the property of Owner located at
2021 South Lake Drive Sanford FL and more
particularly described as Addition 2021 South Lake Drive Sanford (hereafter
the Work Site"). Owner hereby authorizes Contractor to commence and complete the usual and
customary excavation and grading on the Work Site as may be required in the judgment of the
Contractor to complete the Project. Unless called for in the drawings or specifications, no
landscaping, finish grading, filling or excavation is to be performed at the Work Site by the
Contractor.
3. TIME OF COMPLETION: Contractor shall commence the work to be performed under this
Contract on or before at the time of receipt of permit and
shall substantially complete the work on or before 60 days from receipt of permit
Contractor shall not be liable for any delay due to circumstances beyond its control including
strikes, casualty, acts of God, illness, injury, or general unavailability of materials.
4. PERMITS: Contractor shall apply for and obtain such permits and regulatory approvals as may
be required by the local municipal/county government, the cost thereof shall be included as part of
the Project price.
5. SOIL CONDITIONS: N/A
6. INSURANCE: Contractor shall maintain general liability, workers compensation and builder's
risk insurance.
7. SURVEY AND TITLE: If the Project is near the Owner's property boundary, Owner will point
out property lines to the Contractor. If the Owner or Contractor has any doubt about the location
of the property lines, Owner shall provide Contractor with boundary stakes through a licensed
surveyor. In addition, Owner shall provide Contractor documentation that Owner has title to the
Work Site and shall provide Contractor copies of any covenants, conditions, or restrictions that
affect the Work Site.
8. CHANGES TO SCOPE OF WORK: Owner may make changes to the scope of the work,
including changes to the drawings and specifications, from time to time during the construction of
the Project. However, any such change or modification shall only be made by written "Change
Order" signed by both parties. Such Change Orders shall become part of this Contract. Owner
1-
agrees to pay any increase in the cost of the Project as a result of a Change Order. In the event the
cost of a Change Order is not known at the time a Change Order is executed, the Contractor shall
estimate the cost thereof and Owner shall pay the actual cost whether or not it is in excess of the
estimated cost.
9. CONTRACT PRICE:
Owner agrees to pay Contractor the sum of $ 25,400.00 for performing the services set
forth in the scope of the work. Contractor shall be paid as follows:
Billing will be performed as the work is completed, no initial draw is required
Contractor shall furnish Owner appropriate releases or waivers of lien for all work performed or
materials provided at the time the next periodic payment shall be due.
WARNING!
FLORIDA'S CONSTRUCTION LIEN LAW ALLOWS SOME UNPAID CONTRACTORS,
SUBCONTRACTORS, AND MATERIAL SUPPLIERS TO FILE LIENS AGAINST YOUR PROPERTY
EVEN IF YOU HAVE MADE PAYMENT IN FULL.
10. LATE PAYMENT/DEFAULT: A failure to make payment for a period in excess of ten (10)
days from the due date shall be deemed a material breach of this Contract. If payment is not made
when due, Contractor may suspend work on the job until such time as all payments due have been
made without breach of the Contract pending payment or resolution of any dispute. Owner agrees
to pay a late charge of 1% of all payments that are more than ten (10) days late plus interest at the
rate of 1 % per month.
11. DESTRUCTION AND DAMAGE: If the Project is destroyed or damaged for any reason,
except where such destruction or damage was caused by the sole negligence of the Contractor or
its subcontractors, Owner shall pay Contractor for any additional work done by Contractor in
rebuilding or restoring the Project to its condition prior to such destruction or damage. If the
estimated cost of replacing work already accomplished by Contractor exceeds 20 percent of the
Contract price, either the Contractor or Owner may terminate this Contract. Upon termination by
either parry, Contractor shall be excused from further performance under this Contract and Owner
shall pay Contractor a percentage of the Contract price in proportion to the amount of work
accomplished prior to the destruction or damage.
12. ASSIGNMENT: Neither party may assign this Contract, or payments due under the Contract,
without the other party's written consent. Any such assignment shall be void and of no effect.
13. INTERPRETATION:
a) Interpretation of Documents. The Contract, drawings, and specifications are intended to
supplement one another. In the event of a conflict, the specifications shall control the drawings,
and the Contract shall control both. If work is displayed on the drawings but not called for in the
specifications, or if the work is called for in the specifications but not displayed on the drawings,
Contractor shall be required to perform the work as though it were called for and displayed in both
documents.
b) Entire Agreement. This Contract constitutes the entire agreement of the parties. No other
2-
agreements, oral or written, pertaining to the work to be performed under this Contract exists
between the parties. This Contract may only be modified only by a written agreement signed by
both parties.
c) Governing Law. This Contract shall be interpreted and governed in accordance with the
laws of the State of Florida.
14. ATTORNEYS' FEES AND COSTS: If any party to this Contract brings a cause of action
against the other party arising from or relating to this Contract, the prevailing party in such
proceeding shall be entitled to recover reasonable attorney fees and court costs.
15. PERFORMANCE:
a) Contractor may, at its discretion, engage licensed subcontractors to perform work pursuant
this Contract provided Contractor shall remain fully responsible for the proper completion of the
Project.
b) All work shall be completed in a workman -like manner and in compliance with all
building codes and applicable laws. To the extent required by law, all work shall be performed by
individuals duly licensed and authorized by law to perform said work.
c) Contractor agrees to remove all debris and leave the premises in broom clean condition.
16. WARRANTY: Contractor's warranty shall be limited to defects in workmanship within the scope
of work performed by Contractor and which arise and become known within one (1) year from the
date hereof. All said defects arising after one (1) year and defects in material are not warranted by
Contractor. Contractor hereby assigns to Owner all warranties on materials as provided by the
manufacturer of such materials.
AGREED:
CONTRACTOR:
7ZOWNF
Signature
Jimmy M Sellers, Vice President
i nature
Edward Bolton, President Eagle Property
Acquisitions, Inc. Print Name & Title
June 29, 2010
Print Name
June 29, 2010Date
CRC1329914
Date
License Number
Jimmy M Sellers, 23800 Lake Chancellor Dr.
Sorrento, FL 32776
Name and Address of License Holder
3-
op STRUCTURAL PLAN SERVICE INC.
Specialty Components Engineer. roof & floor trusses, LVL & glu-lam beams)
P.O. BOX 940128 COA#27152 Phone 407 295-8155
PS
Maitland, Fl. 32794 fax (866) 621-5802
S
JOB# (4382)Eagie Properties
JOB ADDRESS: 2021 Lake Ave. OFPCE
South Sanford, FI. 32771
This package contains 2 truss drawings.
Building Code: FBC 2007 Res. Ed. with 2009 supplements
Wind Design: ASCE 7-05, Closed Bldg., Wind Speed: 120mph
Design Method: Main Wind Force Resisting System and C&C, ASCE7-05
Closed, TP12002(std)
Roof Load: 37 (20 live) psf @ 1.25 Duration
Floor Load: N/A(xx live) psf @ 1.00 Duration
Alpine Engineering Software 9.03,01.0806.21
With my embossed seal affixed to this sheet, I hereby certify that this
serves as an index sheet in conformance with Rules 61G15-31.003 and
61G15-23.002(2) of the Florida Board of Professional Regulation. The
idenity of the structural engineer of record did not exist as of the seal
date per section 61 g15-31.003(5a) of the FAC
I embossed seal of this index sheet indicates acceptance of professional
engineering responsibility soley for the Truss Design Drawings listed below
and attached. Refer to the individual truss drawings for the design loads
applied. The suitablity and use of each component for any particular
building is the responsibility of the building designer/ engineer, per
ANS/TPI 1-1995 Sec. 2 and ANSI/TPI/QTCA 4 Section 2-4
Note: Each individual truss design is valid only if it contains engineers
name and state certification # in each title block signifying the review of
each individual truss design drawing.
Standard ITW detail sheets included: A12015050109
BRCLBSUB
TRUSS ID's
T 1 GE1
Ps
ell-
KEN EH[ERS, R'. 418243
s9 yI,,
Job: L9Jb2J toq l e NroDerT i es / 11
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
RooF overhang supports 2.00 psf soffit load.
Bottom chord checked for 10.OD psF non -concurrent live load.
O
3"i3
THIS DWG, PREPARED FROM COMPUTER INPUT (LORDS & DIMENSIDNS)SUBMITTED BY TRUSEIMFR.
120 mph Wind, 15.00 ft mean hqqt, RSCE 7-05, CLOSED bldqq, Located anywhere in
roof, CRT II, EXP B, wind TC OL-4.2 psF, wind BC DL=5.o psF.
Wind reactions based on MWFRS pressures.
In lieu of rigid ceiling use purlins to brace BC D 24" DC.
Deflection meets L/180 live and L/120 total load. Creep increase Factor for dead
load is 1.50.
2
12
I 1iyl
R)
9'2'
2 0R9479# U-168# RL-70# W=8"
9.2..
R=319# U=69# W-B"
LEFT RAKE = 2'0"5
LEFT JIG = 9'4"3 RIGHT JIG = 11'2"9
SEO = 10441
PL T. TYP. -WRVE DESIGN CRIT-CUSTOM/TPI-2DO2 FT/RT-201(04/1010) O T Y= 15 TOTAL = 15 REV . 9.03. 0 1. D B 0 B. 2M A L E = O. 5000
FR TRUSSES REDUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING INSTALLING FIND
BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHEIO BY TPI (TRUSS
OFAAMERICRIT6300 ENTERPRISERLN,OMADISONTEWE 552M9) FOR,SAFETY3PRACTICESWPRIORWIOOPERFORMINGNCIL
THESE FUNCTIONS. UNLESS OTHERWISE INOIWED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PRtt 5g)y B TTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. AIM ORTRN •• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD TH TRUSi IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING &
BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PR6vISIONS Ol< NOS (NATIONALONRL. DE SIGN SPEC,
4D/GOgP(W)K/HANDSIPGRLVALPINE STEEL. AAPPLORPLATESSTOREACHOEOF FACE OF/TRUSSGAND, UNLESS OTHERWI53 GRADE SE LOCATEDONBE
PERSANNEX&AI3 OFSTPION PER 1-2002SEC.NGS 3. 1ROSEALONANY THISSDRAWING INDICATESACCETESPTANCEYOFI) SHALL PROFESSIONALENGINEERINGRESPONSIBILITY
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE DESIGNERIT PERND USESI/
TPI OF THIS COMPONENTFOR ANY BUILDING 1S THE RESPONSIBILITY OF THE BUILDING Structural Plan Service
inc COA271
52r Po
Box 9401
2 8 Maitland, Fl. 32794
Ken Ehlers PE18243
T C L
L 20. 0 P S iL' 7 [ TC DL /
OPSiBCDL 10.
0 n SF BC L L
O • O P S r TOT.LO. 37.
O SF R E F
DATE OS-24-
201D 0 R W
G PC 0/A
LEN.
9020D DUR . FRC . 1 .
25 JOB # : 43B2 SPAC I NG
24. D •• I TYPE MON O
Job: tlidbelj Lag I e t'roperT i es / bE1
Top chord 2x4 SP #2
Bat chord 2x4 SP #2
Webs 2x4 SP #3
Roof overhang supports 2.00 psf soffit load.
See DWGS R12015050109 & GBLLETIN0109 for more requirements.
Bottom chord checked for 1D.00 psf non -concurrent live load.
2 -
2'0"9
THIS DWG. PREPRRED FROM COMPUTER INPUT (LORDS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
RII plates are 1.SX3 except as noted.
120 mph wind, 15.00 ft mean hqqt, RSCE 7-D5, CLOSED bldqq, Located anywhere in
roof, CRT II, EXP B, wind TC OL-4.2 psf, wind BC DL=5.0 psf.
Wind reactions based on MWFRS pressures.
In lieu of rigid ceiling use purlins to brace BC 0 24" DC.
Deflection meets L/180 live and L/120 totoI load. Creep increase factor for dead
load is 1.50.
N
C)
IN
I
1.bX4
9'2"
2
R=87pIf U=100pIF RL=BpIf W=9'2"
LEFT RAKE = 2'0"5
LEFT JIG = 9'4"3
TAG = T2
PLT. TYP. -WRVE DESIGN CRIT-CUSTDM/TPI.2DO2 FT/RT-201(DX)/1D[0) OTY= 2 TOTAL= 2 REV. 9.03.01
RIGHT
OBO6.
JIG
SED =
2ZALE
11'2"9
10451
D. 5000
N !! TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING INSTALLING AND
BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS
PLATE INSTITUTE 5B3 D'DNOFRIO DR. SUITE 200 MADISON WI. 53719) AND WTCA (WOOD TRUSS COUNCIL
OF AMERICA 63DD ENTERPRISE LN, MA61SON WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PR r8 B99TTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING.
M OR PINT!lFURNISH COPY OF THIS DESIGN TO INSTALLATION CDNTRACTDR. ALPINE ENGINEERED
PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TOBUILD741< TRUST IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING
SBRACINGOFTRUSSES. DESIGN CONFORMS WITH APPLICABLE PRdVISIONS O NOS (NATfONAL DESIGN SPEC,
BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16/16GA (W,H/S/K) ASTM ASS3 GRADE
4D/60 (W K/H S) GRLV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED
ON THIS NNEX R POSITION PER DRAWINGS 1A SEA ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL
BE PER ANNEX EN OF TPI 1-2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
Structural Plan
Service in c
COA27152
Po Box 940128
Maitland, FI. 32794
Ken Ehlers PE18243
T C
T C
BC
BC
TDT.LD.
L L
DL
DL
L L
20. O p 5 1"
7 . 0 p S F
10.0PSi"
0. 0 S F' P
37. 0 SF
R E F
DATE DS-24 -2010
DRWG
PC
D/R LEN. 902oD
DUR.FRC. 1.25 JOB #: 43B2
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E OF
O " ••"t7RtipP.r,. ,
PLAT OF "BOUNDARY" SURVEY q
for ®FFI
SEI CUSTOMS
Legal Description
Lot 120 and the South 10 feet of Lot 1 T9, PINEHURST, according to the plat thereof as recorded in Plat Book 3,
Page 71, of the Public Records of Seminole County, Florida.
30.00'
oo
ZV 1N
r
co
ck a Z
Ln
w
J
Q
U
LO
119
NORTH LINE SOUTH 10' LOT 119
EAST 128.69'
Z 6 A 76.25
27-3'------ xer-----------
O 67.58'
O oo
CIS O gd
U.
mZ0 -A
1!Ao 120InO
CON
es, S
SHED
O;
DRIVE'
27.3'
N
28.23'
25.19'
vrn 1
00
EAST 128.69'
121
SCALE: 1 "=30'
SURVEY NOTES:
1) The street address of the above -described property is 2021 LAKE AVENUE.
2) The above -described property lies in a Flood Zone X.
lD
1.77'
Z
o. O
U
IV
UI
W
6. : r-
IV
OD 0
w 2.96'
SURVEYOR'S CERTIFICATE
This is to certify that I have made a Survey of the above described property and that the plat hereon delineated
is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical
Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes.
REVISIONS
PROJECT NO: 10-175
YlTNER SURVEYING, INC.
R. BLAIR KITNER - P.L.S. NO. 3382
Post Office Box 823. Sanford, F1. 32772-0823
407) 322-2000
SURVEY DATE: 17 JUME 2010
CERTIFIED CORRECT TO:
Florida Building Co n'In'e`i5111U/I'I 7 #.-1 l http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD...
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts 1 Publications i FBC Staff I BCIS Site Map Links f Search
Product Approval
t -USER: Public User
Product Accroval Menu > Product or Application Search > Application List > Application Detail
FL # FL1956-R3
Application Type Revision
Code Version 2007
Application Status Approved
Comments
Archived
Product Manufacturer TAMKO Building Products, Inc.
Address/Phone/Email PO Box 1404
Joplin, MO 64802
417)624-6644 Ext2305
kerri_eden@tamko.com
Authorized Signature Kerri Eden
kerri_eden@tamko.com
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin, MO 64802
417)624-6644 Ext2305
kerri_eden@tamko.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory ASphait Shingles
Compliance Method Certification Mark or Listing
Certification Agency Underwriters Laboratories Inc.
Validated By RobertJ. M. Nieminen, PE.
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard Year
ASTM D3161 2003
ASTM D3462 2004
ASTM D7158 2005
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 04/13/2010
Date Validated 05/03/2010
Date Pending FBC Approval 05/06/2010
1 of 3 6/30/2010 10:1 1 PM
Application Instructions for
ss®
Joplin, MO
THREE-TABTHREE-TAB ASPHAIAT SHINGLES Tuscaloosa, AL THESE
ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO
BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE
TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. THIS
PRODUCT IS COVERED BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER BELOW
40°F), CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES. IMPORTANT.
It is not necessary to remove the plastic strip from the back of the shingles. I.
ROOF DECK These
shingles are for application to roof decks capable of receiving and
retaining fasteners, and to inclines of not less than 2 in. per foot. For
roofs having pitches 2 in. per foot to less than 4 in. per foot, refer to
special instructions titled "Low Slope Application". Shingles must be applied
properly. TAMKO assumes no responsibility for leaks or defects resulting
from improper application, or failure to properly prepare the surface
to be roofed over. NEW
ROOF DECK CONSTRUCTION: Roof deck must be smooth, dry
and free from warped surfaces. It is recommended that metal drip edges
be installed at eaves and rakes. PLYWOOD:
All plywood shall be exterior grade as defined by the Engineered
Wood Association. Plywood shall be a minimum of 3/8 in. thickness
and applied in accordance with the recommendations of the Engineered
Wood Association. SHEATHING
BOARDS: Boards shall be well -seasoned tongue -and - groove
boards and not over 6 in. nominal width. Boards shall be a 1 in.
nominal minimum thickness. Boards shall be properly spaced and nailed.
z.
VENTILATION Inadequate
ventilation of attic spaces can cause accumulation of moisture
in winter months and a build up of heat in the summer. These conditions
can lead to: 1.
Vapor Condensation 2.
Buckling of shingles due to deck movement. 3.
Rotting of wood members. 4.
Premature failure of roof. To
insure adequate ventilation and circulation of air, place louvers of sufficient
size high in the gable ends and/or install continuous ridge and
soffit vents. FHA
minimum property standards require one square foot of net free ventilation
area to each 150 square feet of space to be vented, or one square
foot per 300 square feet if a vapor barrier is installed on the warm side
of the ceiling or if at least one half of the ventilation is provided near
the ridge. If the ventilation openings are screened, the total area should
be doubled. IT
IS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VEN- TILATION.
3.
FASTENING NAILS:
TAMKO recommends the use of nails as the preferred method of
application. WIND
CAUTION: Extreme wind velocities can damage these shingles after
application when proper sealing of the shingles does not occur. This
can especially be a problem if the shingles are applied in cooler months
or in areas on the roof that do not receive direct sunlight. These
conditions may impede the sealing of the adhesive strips on the shingles.
The inability to seal down may be compounded by prolonged cold
weather conditions and/or blowing dust. In these situations, hand sealing
of the shingles is recommended. To insure immediate sealing, apply
4 quarter -sized dabs of TAM -PRO® Premium SBS Adhesive or
TAMKO Tam -Seal Adhesive on the back of the shingle 1" (25mm) and
13" (330mm) in from each side and 1" (25mm) up from the bottom of
the shingle. Press shingle firmly into the adhesive. For maximum wind
resistance along rakes, cement shingles to the underlayment and
each other in a 4" (102mm) width of TAM -PRO SIBS Adhesive or
TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer
of adhesive less than 1 /8" (3mm) thick. Excessive amounts can cause
blistering of the shingles and may soften the asphalt in certain underlayments
resulting in the asphalt flowing, dripping and staining. Shingles
must also be fastened according to the fastening instructions described
below. Correct
placement of the fasteners is critical to the performance of the shingle.
If the fasteners are not placed as shown in the diagram and described
below, this will result in the termination of TAMKO's liabilities under
the limited warranty. TAMKO will not be responsible for damage to
shingles caused by winds in excess of the applicable mph as stated in
the limited warranty. See limited warranty for details. FASTENING
PATTERNS: Fasteners must be placed above or below the
factory applied sealant in an area between 5-1/2" and 6-3/4" from the
butt edge of the shingle. Fasteners should be located horizontally according
to the diagram below. Do not nail into the sealant. TAMKO recommends
nailing below the sealant whenever possible for greater wind
resistance. 1)
Standard Fastening Pattern. (For use on decks with slopes 2 in. per
foot to 21 in. per foot.) One fastener 1 in. back from each end and one
12 in. back from each end of the shingle for a total of 4 fasteners. See
standard fastening pattern illustrated below). Nays
Nailing -.... __ ........
63/4" Area....._ ........ ..... .....,..
5°
512" Exposure
Butt
Edge 2)
Mansard Fastening Pattern. (For use on decks with slopes greater than
21 in. per foot.) One fastener 1 in. back from each end and one fastener
10-1/2 in. back from each end and one fastener 13-1/2 in. back
from each end fora total of 6 fastener per shingle. (See Mansard fastening
pattern illustrated below.) Continued)
Central
District 220 West 4th St., Joplin, MO 64801 800-641-4691 Visit
Our Web Site at Northeast
District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast
District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.
Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western
District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 iv0B
E
Information
included io these application instructions was current at time of printing. To obtain a copy of the most -,cut version of thcsc upplieatimu instructions, visit us online at tamko.com or call us at 800-
641-4691.
Application Instructions for
THREE -TAB ASPHALT SHI GI.SS
NAILS
1" 1"
Nailing ,-- 6-3/4"
Area __. __. _._
s^ s-t /z^
Exposure
Butt Edge
NAILS: TAMKO recommends the use of nails as the preferred method
of application. Standard type roofing nails should be used. Nail shanks
should be made of minimum 12-gauge wire, and a minimum head di-
ameter of 3/8 in. Nails should be long enough to penetrate 3/4 in. into
the roof deck. Where the deck is less than 3/4 in. thick, the nails should
be long enough to penetrate completely through plywood decking and
extend at least 1 /8 in. through the roof deck. Drive nail head flush with
the shingle surface.
Properly Driven Improperly Driven
YB" min diameter underdrlven overdriven crooked
Asphalt
Shingles
E l M \ — Decking
r
straight, good penetration, Inadequate too deep, cuts inadequate
and flush with shingle surface penetration into shingle anchorage
STAPLES: If staples are used in the attaching process, follow the above
instructions for placement. All staples must be driven with pneumatic
staplers. The staple must meet the following minimum dimensional
requirements. Staples must be made from a minimum 16 gauge galva-
nized wire. Crown width must be at least 15/16 in. (staple crown width
is measured outside the legs). Leg length should be a minimum of
1-1/4 in. for new construction and 1-1/2 in, for reroofing thus allowing
a minimum deck penetration of 3/4 in. The crown of the staple must be
parallel to the length of the shingle. The staple crown should be driven
flush with the shingle surface. Staples that are crooked, underdriven or
overdriven are considered improperly applied.
CAUTION: DO NOT FASTEN INTO THE FACTORY APPLIED ADHE-
SIVE.
4. UNDBRLAYMBNT
UNDERLAYMENT: An underlayment consisting of asphalt saturated felt
must be applied over the entire deck before the installation of TAMKO
shingles. Failure to add underlayment can cause premature failure of
the shingles which is not covered by TAMKO's limited warranty. Apply
the felt when the deck is dry. On roof decks 4 in. per foot and greater
apply the felt parallel to the eaves lapping each course of the felt over
the lower course at least 2 in. Where ends join, lap the felt 4 in. If left
exposed, the underlayment felt may be adversely affected by moisture
and weathering. Laying of the underlayment and the shingle application
must be done together.
Joplin, MO
Tuscaloosa, AL
Products which are acceptable for use as underlayment are:
TAMKO No. 15 Asphalt Saturated Organic Felt
A non -perforated asphalt saturated organic felt which
meets ASTM: D226,
Any TAMKO non -perforated asphalt saturated organic felt
TAMKO TW Metal and Tile Underlayment, TW Underlayment and
Moisture Guard Plus@ (additonal ventilation may be required.
Contact TAMKO's Technical Services Department for more
information.)
In areas where ice builds up along the eaves or a back-up of water from
frozen or clogged gutters is a potential problem, TAMKO's Moisture
Guard Plus' waterproofing underlayment (or any specialty eaves flash-
ing product) may be applied to eaves, rakes, ridges, valleys, around
chimneys, skylights or dormers to help prevent water damage. Contact
TAMKO's Technical Services Department for more information.
TAMKO does not recommend the use of any substitute products as
shingle underlayment.
S. APPLICATION INSTRUCTIONS
STARTER COURSE: A starter course may consist of TAMKO Shingle
Starter, self-sealing 3-tab shingles or a 9 inch wide strip of mineral
surface roll roofing. If self-sealing 3-tab shingles are used, remove
the exposed tab portion and install with the factory applied adhesive
adjacent to the eaves. Attach the starter course with approved fasten-
ers along a line parallel to and 3 in. to 4 in. above the eaves edge.
The starter course should overhang both the eaves and rake edges
1/4 in. to 3/8 in. If a roll roofing is used, seal down the shingles in the
first course by applying adhesive cement in four spots equally spaced
to the surface of the starter strip and press the shingle down on the
spots of cement. Plastic cement should be used sparingly, as exces-
sive amounts may cause blistering.
SHINGLE APPLICATION: There are three different offset methods
for applying strip shingles: the 4-inch method, the 5-inch method and
the 6-inch method. By removing different lengths from the first shingle,
cutouts in one course of shingles do not line up directly with those of the
course below. It is recommended that the shingles be laid according to
one of these methods consistent with procedures outlined in ARMA's
Residential Asphalt Roofing Manual. This panel will feature the 4-inch
method. For information regarding the other methods, please refer to
the ARMA Residential Asphalt Roofing Manual.
CAUTION: Never use an alignment system where shingle joints are
closer than 4 in. to one another.
lap
Drip edge
Eaves fiashin
4" and lap (if required in lieu of felt)
s Sell -sealing ' x RF
Start Ord course ;'--'="`
Drip edge
ith 8"removed =``- '
y
TAMKO Starter Shingle
Shingles overhang
drip edge'A"to 3/e"
Start 2nd
with 4" re
Continued)
Central District 220 West4th St., Joplin, MO 64801 800-641-4691 11/08
Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055
Visit Our Web Site at
Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656
tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 L
Information included in these pplic Ewn instructions was cun.nue time of printing. To obtain a copy of the most current version of these application insti—fiuns, visit us online at tamko.com or call us at
80(1-N11-469I .
Application Instructions for
I31 HT 77T 5,
THREE -TAB ASPHALT SHINGLES
6. LOW SLOPE APPLICATION
On pitches 2 in. per foot to 4 in. per foot cover the deck with two layers
of asphalt saturated felt. Begin by applying the felt in a 19 in. wide strip
along the eaves and overhanging the drip edge by 1 /4 to 3/4 in. Place
a full 36 in. wide sheet over the 19 in. wide starter piece, completely
overlapping it. All succeeding courses will be positioned to overlap the
preceding course by 19 in. If winter temperatures average 25°F or less,
thoroughly cement the felts to each other with TAM -PRO or TAMKO
Plastic Roof Cement from eaves and rakes to a point of a least 24 in.
inside the interior wall line of the building. As an alternative, TAMKO's
Moisture Guard Plus° self -adhering waterproofing underlayment may
be used in lieu of the cemented felts.
7. MANSARD ROOF OR STEEP SLOPE ROOF
If the slope exceeds 21 in. per foot (60`), each shingle must be sealed
with TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive immedi-
ately upon installation. Spots of cement must be equivalent in size to a
25 piece and applied to shingles with a 5 in. exposure, use 6 fasten-
ers per shingle. See Section 3 for the Mansard Fastening Pattern.
8. RE -ROOFING
Before re -roofing, be certain to inspect the roof decks. All plywood
shall meet the requirements listed in Section 1.
Nail down or remove curled or broken shingles from the existing roof.
Replace all missing shingles with new ones to provide a smooth base.
Shingles that are buckled usually indicate warped decking or protruding
nails. Hammer down all protruding nails or remove them and refasten
in a new location. Remove all drip edge metal and replace with new.
If re -roofing over an existing roof where new flashing is required to
protect against ice dams (freeze/thaw cycle of water and/or the backup
of water in frozen or clogged gutters), remove the old roofing to a
point at least 24 in. beyond the interior wall line and apply TAMKO's
Moisture Guard Plus" waterproofing underlayment. Contact TAMKO's
Technical Services Department for more information.
The nesting procedure described below is the preferred method for
re -roofing over square tab strip shingles with a 5 in. exposure.
Starter Course: Begin by using TAMKO Shingle Starter or by cutting
shingles into 5 x 36 inch strips. This is done by removing the 5 in. tabs
from the bottom and approximately 2 in. from the top of the shingles
so that the remaining portion is the same width as the exposure of the
old shingles. Apply the starter piece so that the self-sealing adhesive
lies along the eaves and is even with the existing roof. The starter strip
should be wide enough to overhang the eaves and carry water into
the gutter. Remove 3 in. from the length of the first starter shingle to
ensure that the joints from the old roof do not align with the new.
First Course: Cut off approximately 2 in. from the bottom edge of the
shingles so that the shingles fit beneath the existing third course and
align with the edge of the starter strip. Start the first course with a full
36 in. long shingle and fasten according to the instructions printed
in Section 3.
Second and Succeeding Courses: According to the off -set applica-
tion method you choose to use, remove the appropriate length from the
rake end of the first shingle in each succeeding course. Place the top
edge of the new shingle against the butt edge of the old shingles in the
Joplin, MO
Tuscaloosa, AL
courses above. The full width shingle used on the second course will
reduce the exposure of the first course to 3 in. The remaining courses
will automatically have a 5 in. exposure.
Grip
9. VALLEY APPLICATION
Over the shingle underlayment, center a 36 in. wide sheet of TAMKO
Nail -Fast', Moisture Guard Plus" or a minimum 50 lb. roll roofing in
the valley. Nail the felt only where necessary to hold it in place and
then only nail the outside edges.
IMPORTANT: PRIOR TO INSTALLATION WARM SHINGLES TO
PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING
SHINGLES TO FORM VALLEY.
Apply the first course of shingles along the eaves of
one of the intersecting roof planes and across the
valley.
Note: For proper flow of water over the trimmed shingle, always start
applying the shingles on the roof plane that has the lower slope or
less height.
Extend the end shingle at least 12 in. onto the adjoining roof.
Apply succeeding courses in the same manner, extending them
across the valley and onto the adjoining roof.
Do not trim if the shingle length exceeds 12 in. Lengths should
vary.
Press the shingles tightly into the valley.
Use normal shingle fastening methods.
Note: No fastener should be within 6 in. of the valley centerline, and
two fasteners should be placed at the end of each shingle crossing
the valley.
To the adjoining roof plane, apply one row of shingles extending it
over previously applied shingles and trim a minimum of 2 in. back
from the centerline of the valley.
Note: For a neater installation, snap a chalkline over the shingles
for guidance.
Clip the upper corner of each shingle at a 45-degree angle and
embed the end of the shingle in a 3 in, wide strip of asphalt plastic
cement. This will prevent water from penetrating between the
courses by directing it into the valley.
Continued)
Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11108
Visit Our Web Site at
Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656
tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868
Information included in these application ias[ructinns was current:¢ tim5 of printing. To obtain a copy of the most current vc):sion of these application instntctions, visit us on lint at tamko.com or ca
800-64 t -469 1.
Application Instructions for
t*.
7
THREE -TAB ASPHA16T SHINGLES
Joplin, MO
Tuscaloosa, AL
36" wide TAMKO Valley centerline TAMKO recommends the use of TAMKO Hip & Ridge shingle products.
Nail FaW, Moisture
Guard Plus-'' or 50 !b. or
No fasteners within
6" of centerline Where matching colors are available, it is acceptable to use TAMKO's
CAUTION: heavier roll roofing Extra fastener in Glass -Seal or Elite Glass -Seal shingles cut down to 12 in. pieces.
Adhesive must
eUnderlaymnt end
of shingle be
applied in NOTE: Use only Shingles and Hip & Ridge shingles mith the Algae smooth,
thin, Extend end shingle Relief feature on Glass Seal or Elite Glass Seal shin les with the galleycenterlineevenlayers. Asphalt plastic N
vat least 12" beyond Algae Relief feature. cement
I"
Clipped off corner at
45' Excessive
use of adhesive
will cause blistering
to this product.
TAMKO
assumes hmmvle
lnirm-2 noresponsibilityfor
respblistrin backg /froalley centerline \ FOR ALTERNATE VALLEY
APPLICATION METHODS, PLEASE CONTACT TAMKO'S
TECHNICAL SERVICES DEPARTMENT. 10. HIP AND
RIDGE FASTENING DETAIL Apply the shingles
with a 5 in. exposure beginning at the bottom of the hip or
from the end of the ridge opposite the direction of the pre- vailing winds. Secure
each shingle with one fastener 5-112 in. back from the exposed
end and 1 in. up from the edge. Do not nail directly into the sealant.
Fasteners should be
1 /4 in. longer than the one used for shingles. IMPORTANT: PRIOR TO
INSTALLATION, CARE NEEDS TO BE TAKEN TO PREVENT
DAMAGE WHICH CAN OCCUR WHILE BEND- ING SHINGLES IN
COOL WEATHER. THESE ARE THE
MANUFACTURER'S APPLICATION INSTRUC- TIONS FOR THE
ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC.
ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER
ROOFING DEFECTS RESULTING FROM FAIL- URE TO FOLLOW
THE MANUFACTURER'S INSTRUCTIONS. Direction of prevailing
wind Start 5" exposure
here t» Fastener
i I
Start
here 5"
exposureTHIS
PRODUCT IS
COVERED BY.A LIMITED WARRANTY. THE TERMS OF WHICH
ARE PRINTED ON THE WRAPPER. IMPORTANT - READ CAREFULLY
BEFORE OPENING BUNDLE In this paragraph "
You" and Your" refer to the installer of the shingles and the owner of the building on which these shingles will be installed. This is a
legally binding agreement between You and TAMKO Building Products, Inc. ("TAMKO"). By opening this bundle You agree: (a) to install the shingles
strictly in accordance with the instructions printed on this wrapper; and (b) leaks and other roofing defects resulting from failure to follow
the manufacturers installation instructions printed on this wrapper are not covered by the limited warranty that is also printed on this wrapper,
or any other warranty, including, but not limited to (except where prohibited by law) implied warranties of MERCHANTABILITY and FITNESS FOR
USE. Central District 220
West 4th St., Joplin, MO 64801 800-641-4691 11108 Visit Our Web
Site at Northeast District 4500
Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300
35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.eom Southwest
District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300
East 43rd Ave., Denver, CO 80216 800-530-8868 Information included in
these application instnrotions was current at time of p,intine. To obtain a c py of the most curicin version of these application insmictiuns, visit us online a[ tamku.cum ur call us at 800-641-4691.
http://floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDq... Fldridu Btkding Code IOnline
r HM.
VA, . ° a = `' x 9 Mwe
BCLS Home ! Log In ! User Registration !, Hot Topics Submit Surcharge Stats & Facts 3 Publications FBC Staff : BCIS Site Map Links Search
Product Approval
USER: Public User
Product Aooroval Menu > Product or AoolicaUon Search > Aoolica Uor. List > Application Detail
FL # FL10970-RO
Application Type New
Code Version 2007
Application Status Approved
Comments
Archived
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601
800)535-3936
fbc@jeld-wen.com
Authorized Signature Janet Gerard
fbc@jeld-wen.com
Technical Representative Budd Beatty
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls, OR 97601
541) 882-3451
buddb@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory )—Single Hurrg--h
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By American Architectural Manufacturers Association
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA 101/I.S.2-97 1997
AAMA/W DMA/CSA101/IS2/A440 2005
ASTM E 1300 2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL10970_RO E..quiv Engineer Eval.of Std. E.quiv E1300.pdf
Product Approval Method Method 1 Option A
Date Submitted 06/30/2008
Date Validated 12/18/2008
1 of 3 6/30/2010 4:15 PM
Fldrida Brkding Code Online http://floridabuilding.org/pr/pr app_dtl.aspx?pararn=wGEVXQwtDq...
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
12/23/2008
02/03/2009
03/08/2010
FL # Model, Number or Description
Name
10970.1 Builders Aluminum Aluminum Single Hung
Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10970 RO C CAC BA4880SHFL 61293.01-44401-44 53x72 H-
Approved for use outside 1350._Exp_I,_1292009.pdf
HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 11/29/2009
Design Pressure: +50/-50 Installation Instructions
Other: FL10970 RO II BA4100 ATI61293-01-401-44.pdf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10970.2 1 Builders Aluminum Aluminum Single Hung
Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10970 RO—C_CAC BASH_NCTL 210.-3493_-2_53x75_H,-
Approved for use outside LC50 Exp03312012.pdf
HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 03/31/2012
Design Pressure: +50/-50 Installation Instructions
Other: FL10970 RO II BA4100 NCTL 210-3493-2 (Mech Corner).pdf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10970.3 Builders Aluminum Aluminum Single Hung
Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10970 RO C CAC BA4880SHFL 65369.01-401-44 53x63 H-
Approved for use outside R50_Exp.0...71.02010,.pdf
HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 07/10/2010
Design Pressure: +50/-50 Installation Instructions
Other: FL109.70._RO_I..I._BA SH.._4100 ATI._65369 0.1. 401 44..... 53x63.p..d...f
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10970.4 Builders Aluminum Aluminum Single Hung
Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10970 RO C CAC BA4880SHFL 65369,01-401-44 H-
Approved for use outside R50._52x7_5_Exp0710201.0_.pdf
HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 07/10/2010
Design Pressure: +50/-50 Installation Instructions
Other: FL10970_RO_II_BA_SH 4100 ATI 653_69-0.1-401-44 - 52x75=Ins.pd.
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10970.5 Builders Aluminum Aluminum Single Hung
Single Hung
Limits of Use
v
Certification Agency Certificate
Approved for use in HVHZ: No FL10970 R0._C_CAC_BA48.8....0...S..HFL_65.369.01-40.1.-44_52x75_H-
Approved for use outside R35 Exp07102010.pdf
HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 07/10/2010
Design Pressure: +35/-35 Installation Instructions
Other: FL10970 RO_II..._BA._..SH 4100 ATI 65369-01-401-44 - 52x75 Ins.pdf
Verified By: American Architectural Manufacturers Association
2 of 3 6/30/2010 4:15 PM
Fhrida Building Code Online http://floridabuilding.org/pr/pr app_dt1.aspx?pararn=wGEVXQwtDq...
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10970.6 Builders Aluminum Aluminum Single Hung
Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL109,70_RO_C_ CAC _7034.1_BA4HFL67 880S_435..01401-44_53x76IG_H-_ Approved for use
outside R50 Exg05182010.gdf HVHZ: Yes Quality
Assurance Contract Expiration Date Impact Resistant: No
05/18/2010 Design Pressure: +50/-
50 Installation Instructions Other: FL10970 RO
II BA4100 ATI 64735-01-401-44 - 53x76 - Ins.odf Verified By: American
Architectural Manufacturers Association Created by Independent
Third Party: Evaluation Reports Created
by Independent
Third Party: 10970.7 Builders
Aluminum Aluminum Single Hung Single Hung Limits
of Use
Certification Agency Certificate Approved for use
in HVHZ: No FL10970 RO C CAC 7034.2 BA4880SHFL 64735.01-401-44 53x76Mono H- Approved for use
outside R40_Exp051820..1.0_:_pdf HVHZ: Yes Quality
Assurance Contract Expiration Date Impact Resistant: No
05/18/2010 Design Pressure: +40/-
40 Installation Instructions Other: FL10970 RO
1I BA4100 ATI 64735-01-401-44 - 53x76.1)df Verified By: American
Architectural Manufacturers Association Created by Independent
Third Party: Evaluation Reports Created
by Independent
Third Party: Department of Community
Affairs Florida Building Code
Online Codes and standards
2555 Shumard Oak
Boulevard Tallahassee, Florida 32399-
2100 850) 487-1824,
Fax (850) 414-8436 2000-2010 The
State of Florida. All rights reserved. Privacy Statement I
Cooyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts:
0 M eCik
3 of 3
6/30/2010 4:15 PM
ICEMIAMM MIAMI-DADE COUNTY, FLORIDA
Em METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.com
Jeld Wen Inc.
3737 Lakeport Blvd.
Kalamath Falls, OR 97601
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "6'-8" & 8'-0"L'-SingleOu swtngopaqueInsulatedSteelDoors
APPROVAL DOCUMENT: Drawing No "DC9970", titled "6'-8" & 8'-0 Single outswing Opaque Steel Edge",
sheets 1 through 5 of 5, dated 12-07-07 and last revised on 02-05-08, prepared by the manufacturer, signed and
sealed by Nimesh Bhaysar, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice
of Acceptance member and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large Missile Impact Resistant
Limitation: 1.Units are not rated where water infiltration is needed, unless complies with exceptions per FBC.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 02-1211.13 and consists of this page l and evidence page, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
MIAMI•DAD
V1
NOA No 08-0208.07
Expiration Date: February 11, 2013
Approval Date: March 20, 2008
Page 1
Jeld Wen Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's parts and sections drawings.
2. Drawing No "DC9970", titled 'V-8" & 8'-0 Single outswing Opaque Steel Edge", sheets 1
through 5 of 5, dated 12-07-07 and last revised on 02-05-08, prepared by the manufacturer,
signed and sealed by Nimesh Bhaysar, P.E.
B. TESTS (Photo copies from files # 02-1211.13), original test report conducted per SFBC, 201,
202 and 203-94, now termed as FBC, TAS 201, 202 and 203-94.
1. Test report on
1) Air Infiltration Test, per TAS 202-94
2) Uniform Static Air Pressure Test, Loading per TAS 202-94
3) No Water Resistance Test performed.
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per PA 202-94
along with marked -up drawings and installation diagram of single outswing and inswing
residential insulated steel doors, prepared by Certified Testing Laboratories, Test Report No(s)
Test Report No. CTLA455W, dated October 11, 1999 and CTLA650W, dated January 03, 2001
and, both signed and sealed by Ramesh Patel, P.E.
C. CALCULATIONS:
1. Anchor calculations prepared by O.M. Engineering Services Inc., dated 02-05-08, signed and
sealed by Nimesh Bhaysar, P. E.
D. QUALITY ASSURANCE BY;
1. Miami -Dade County Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS (Photo copies from files # 02-1211.13)
1. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA455W, dated
October 11, 1999, for steel samples, tested per ASTM E8-93a, signed and sealed by signed
and sealed by Ramesh Patel, P.E.
2. Test Report No. ITS-J99006660-001, prepared by Intertek Testing Services NA, Inc., issued
to Jeld-Wen Research and Development, dated April 8, 1999, for samples of foam, tested per
ASTM E 84-94 "Standard Test Methods for Surface Burning Characteristics of Building
Materials" and ASTM D 1929-91A "Standard Test Method for Ignition Properties of
Plastics"; signed and sealed by Douglas Keith Tucker, P.E.
F. STATEMENTS
1. Letter of conformance & "No financial interest" dated February 01, 2008, signed and sealed
by Nimesh Bhaysar, P.E.
2. Laboratory Statement of compliance, part of the test report CTLA455W & CTLA650W,
signed and sealed by Ramesh Patel, P.E.
F. OTHER
1. This NOA renews NOA # 02-1211.13, expiring February 11, 2008.
4 a9 I - LIIAIJI
Ishaq I Chanda, P.E.
Product Control Examiner
NOA No 08-0208.07
Expiration Date: February 11, 2013
Approval Date: March 20, 2008
E-1
JELD'WEN® Steel
s
6'-8" & 8'-0" SINGLE OUTSWING OPAQUE STEEL
EDGE IMPACT STEEL DOOR IN WOOD FRAME
Ill
O O)
3' -1 3/4" OA. J OGENERALNOTESMAILFRAMEWIDTH [
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA 3' O.A.
2004 BUILDING CODES (W/2005, 2006 SUPPLEMEMTS) AND MN(. PANEL WIDTH z J
HIGH VELOCITY HURRICANE ZONES" (HVHZ) REQUIREMENTS.
3'-t 3/4 OA a Q2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY LL N
TO TRANSFER LOADS TO THE STRUCTURE. MAX. FRAME WIDTH W LU = 0000
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED 3' OA
AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MAX. PANEL WIDTH
toQMATERIALSHALLBEBEYONDWALLDRESSINGORSTUCCO. ' f\
4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. QQ
5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: W , ._.l Z
FOR 6'8' WOOD FRAMES - SEE TABLE SHEET 1 7 Y
FOR E WOOD FRAMES - SEE TABLE SHEET 1
CL
6. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE E
AS PER ASTM-E331. _
7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS
FOR "HVHZ".
a Z
OUTSWING IMPACT STEEL EDGE DOOR
O ' U
Common to all frame conditions) o
DOOR LEAF CONSTRUCTION: A B
o O ?
o nFacesheets24ga. (0.020") minimum thickness, Galvanized A So Q L"
HCD
yvi
Steel A-525 commercial quality - AKDQ per ASTM 620 with 3 r- O p
minimum average yield strength Fy=26,240 psi, p o m 2 W Z
or. d ion• Expanded polystyrene with 1.0 to 1.25 lbs. .. W _ 01
density, by JELD-WEN. g 0 WQ J Q W
I GO
Panel Construction, Steel face sheets glued to expanded " W Q w Ld
polystyrene (EPS), with steel top and bottom rails and i O N
steel stiles with a wood lock block reinforcement. The - O < ¢
hinge stile contains a MDF board for added hinge support. U a 0, U W
I O IlZ
Frame Construction (Both Frame Types), The head jambs p
and side jambs are mortised, butted and joined using (3)
7/8" x 2" wire staples. An bumper threshold OUTSWING
threshold was unitilized at the sill. An optional aluminum
2 2 `
3 x mADAthresholdisavailable.
PRODUCTRF,NEWED
SINGLE OUTSWINC UNIT /X) SINGLE OUTSWINC UNIT (X) "e'N"I" eq with me Plods,
BiddIeR CedeTABLEOFCONTENTSSCALE.' 1/.2" =1'-0" SCALE.' >/2" =1 -0" $ a Aecepuoce Ne O7
SHT /f DESCRIPTION E>rylntioe Date i
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3 HORIZONTAL CROSS SECTIONS FROM THE EXTERIOR SIDE MUim{.D.d Predeey Coe
4 ANCHORING LOCATIONS & DETAILS
DroMlon to
5 1 UNIT COMPONENTS
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o
DESIGN PRESSURE RATING O
n N O
NIMESH BH'VSAR DATE: 12107107
FLORIDA R.E. NO. 5686;
scALE: AS NOTED
DWG. BY: EAG
CHK. SY:S. SAFFEL
DRAWING NO.:
UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG a, GvaweiroNDC9970 SUCH
THAT OVERHANG RATIO (OH) = OH LENGTH/OH HEIGHT GREATER P.O. Eox eewse THAN
1.0 o AN'• Fl zesa SHEET 1 OF 5 rape
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P.E. NO. 5686'1 scALE:
AS NOTED DWG.
BY: EAG IA^ CHK. BY.S. SAFFEL DRAWING
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SCALE.- 318" =1'-O" SCALE., 3/8"
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1'-
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HARDWARE USED
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SCALE AS vNOTED
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SHEET S OF Jr'
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Horida Building Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDq...
BCIS Home Log In -, User Registration Hot Topics Submit Surcharge Stats & Facts j Publications z FBC Staff BCIS Site Map - Links Search
Product Approval rMIyhppppp/' 'j //Z.
USER: Public User
IL.II `U —
Product Approval Menu > Product or Application Search: > Aoplicatm; _ist > Application Detail
FL # FL11136
Application Type New
Code Version 2007
Application Status Approved
Comments
Archived
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601
800)535-3936
fbc@jeld-wen.com
Authorized Signature Janet Gerard
fbc@jeld-wen.com
Technical Representative Steve Saffell
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601
541) 882-3451 Ext2900
stevesa@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swing-ng_Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Miami -Dade BCCO - CER
Validated By Miami -Dade BCCO - VAL
Referenced Standard and Year (of Standard) Standard
TAS-201
TAS-202
TAS-203
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 07/21/2008
Date Validated 07/23/2008
Date Pending FBC Approval 07/28/2008
Year
1994
1994
1994
1 of 4 7/7/2010 l 0:40 PM
Plorida Milding Code Online http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDq...
Date Approved 09/15/2008
Summary of Products
FL # Model, Number or Name Description
11136.1 Steel, Steel Edge in Wood Frame 3'-0" x 6-8", Opaque, Single Door, In -swing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL1.1136 RO_C CAC 08-0208.0,6._pdf
Approved for use outside HVHZ: Yes FL11136 RO C CAC 2607 Compliance Letter for NOA
Impact Resistant: Yes 08.-0_2...08,_0....6..pd..f
Design Pressure: +80/-80 Quality Assurance Contract Expiration Date
Other: Product must be installed per manufactures 02/11/2013
instructions as stated on NOA Installation Instructions
FL11136 RO II 08-0208.06.odf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11136.2 Steel Steel Edge in Wood Frame 3'-O" x 6'-8", Opaque, Single Door, Out -swing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL11136_RO_C_CAC__08-0208.07._pdf
Approved for use outside HVHZ: Yes FL11136 RO C CAC 2007 Compliance Letter for NOA
Impact Resistant: Yes 08-0208.07.pdf
Design Pressure: +80/-80 Quality Assurance Contract Expiration Date
Other: Product must be installed per manufactures 02/11/2013
instructions as stated on NOA Installation Instructions
FI-11136 RO 1I 08-0208.07.1)df
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11136.3 Steel, Steel Edge in Wood Frame 5'-4" x 6'-8", Opaque, Single Door, With or Without
Side-lites, In -swing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL11136 RO C CAC 07-0709.03.pdf
Approved for use outside HVHZ: Yes FL11136 RO C CAC 2007 Compliance Letter S,
Impact Resistant: Yes TAS-201 2,3.PDF
Design Pressure: +60/-60 Quality Assurance Contract Expiration Date
Other: Product must be installed per manufactures 08/08/2012
instructions as stated on NOA. Side-lites are not Impact Installation Instructions
Rated and Require Miami -Dade HVHZ Approved Shutters. FL11136 RO II 07-0709.03.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11136.4 Steel, Steel Edge in Wood Frame 8'-4" x 6'-8", Opaque, Single or Double Door, With or
Without Side-lites, Out -swing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL11136—RO C CAC 07-0618.10df _.,p
Approved for use outside HVHZ: Yes FL11136 RO C CAC 2007 Compliance Letter S,
Impact Resistant: Yes TA$-20.1 2,3PDF
Design Pressure: +60/-60 Quality Assurance Contract Expiration Date
Other: Product must be installed per manufactures 07/03/2012
instructions as stated on NOA. Side-lites are not Impact Installation Instructions
Rated and Require Miami -Dade HVHZ Approved Shutters. FL11136 RO II 07-0618.10.p_df
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11136.5 Steel, Steel Edge in Wood Frame 12'-0" x 6'-8", Opaque, Single or Double Door, With or
Without Side-lites, Out -swing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL11136 RO_C_CAC 07 0820.08,pdf
Approved for use outside HVHZ: Yes FL11136 RO C CAC 2007 Compliance Letter S,
Impact Resistant: Yes TA..S...-2.01._,2,3PDF
Design Pressure: +61/-61 Quality Assurance Contract Expiration Date
Other: Product must be installed per manufactures 08/22/2012
instructions as stated on NOA. Side-lites are not Impact Installation Instructions
Rated and Require Miami -Dade HVHZ Approved Shutters. FL11136 RO II 07-0820.08.odf
Verified By: Miami -Dade BCCO - CER
2 of 4 7/7/2010 10:40 PM
Plorida Yuilding Code Online http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDq...
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11136.6 1 Steel, Steel Edge in Wood Frame 3'-0" x 8'-0", Opaque, Single Door, In -swing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +61/-65
Other: Product must be installed per manufactures
instructions as stated on NOA.
Certification Agency Certificate
FL11136 RO C CAC 08-0208.06.pdf
FL _11_3.6_RO_C CAC_2007_Compl_i_ance.._Letter N.O.A.
08-0208.06.pdF
Quality Assurance Contract Expiration Date
02/11/2013
Installation Instructions
FL11136 RO II 08-0208.06.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11136.7 ( Steel, Steel Edge in Wood Frame 3'-0" x 8'-0", Opaque, Single Door, Out -swing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +61/-65
Other: Product must be installed per manufactures
instructions as stated on NOA.
11136.8 1 Steel, Steel Edge in Wood Frame
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +47/-47
Other: Product must be installed per manufactures
instructions as stated on NOA. Side-lites are not Impact
Rated and Require Miami -Dade HVHZ Approved Shutters.
11136.9 1 Steel, Steel Edge in Wood Frame
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +47/-47
Other: Product must be installed per manufactures
instructions as stated on NOA. Side-lites are not Impact
Rated and Require Miami -Dade HVHZ Approved Shutters.
11136.10 1 Steel, Steel Edge in Wood Frame
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +60/-60
Other: Product must be installed per manufactures
instructions as stated on NOA. Side-lites and Door are not
Impact Rated and Require Miami -Dade HVHZ Approved
Shutters.
Certification Agency Certificate
F.L1.1_1...3.6_RO_.C._.CAC _0..8.-02.0.8.._0...7_.pdf
FL11136 RO C CAC 2007 Compliance Letter for NOA
0870208:07.pdf
Quality Assurance Contract Expiration Date
02/11/2013
Installation Instructions
FL 11136,_.RO II __08-0208_07, pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
8'-4" x 8'-0", Opaque, Single or Double Door, With or
Without Side-lites, In -swing
Certification Agency Certificate
FL11136 RO C CAC 07-0618.08.pdf
FL11136 RO C CAC 2007 Compliance Letter S,
TAS-201,2,3.PDF
Quality Assurance Contract Expiration Date
07/03/2012
Installation Instructions
FL11136 RO II 07_-06.1.8,_08.,pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
8'-4" x 8'-0", Opaque, Single or Double Door, With or
Without Side-lites, Out -swing
Certification Agency Certificate
FL11136 RO C CAC 07-0618.06.pdf
FL11136 RO C CAC 2007 Compliance Letter S
TAS-201,2,3.PDF
Quality Assurance Contract Expiration Date
07/03/2012
Installation Instructions
FL1_1.1.3.6_RO_II 07-0618,06,pif
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5'-4" x 6'-8", Full Lite, Single Door, With or Without
Side-lites, In -swing
Certification Agency Certificate
FL11136 RO C CAC 07-0618.07.pdf
FL11136 RO C CAC 2007.Compl.i.-ance LetterS,
TAS-202.PDF
Quality Assurance Contract Expiration Date
07/03/2012
Installation Instructions
FL11136 RO II_07-0618.07.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
3 of 4 7/7/2010 10:40 PM
Florida lyuilding Code Online http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDq...
11136.11 1 Steel, Steel Edge in Wood Frame
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +42/-42
Other: Product must be installed per manufactures
instructions as stated on NOA. Side-lites and Doors are not
Impact Rated and Require Miami -Dade HVHZ Approved
Shutters.
11136.12 1 Steel, Steel Edge in Wood Frame
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +55/-55
Other: Product must be installed per manufactures
instructions as stated on NOA. Side-lites and Doors are not
Impact Rated and Require Miami -Dade HVHZ Approved
Shutters.
Created by Independent Third Party:
8'-4" x 6-8", Full Lite, Single or Double Door, With or
Without Side-lites, Out -swing
Certification Agency Certificate
FL11136 RO C CAC 07-0618.09.1)df
FL11136 RO C CAC 2007 Compliance Letter S,
TAS.-202.PDF
Quality Assurance Contract Expiration Date
07/03/2012
Installation Instructions
FL11136 RO II 07-0618.09.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
8'-4" x 8'-0", Full Lite, Single or Double Door, With or
Without Side-lites, In -swing
Certification Agency Certificate
FL11136_RO_C.C...AC_.0...7-0509._0..6.1a.d..f
FL11136 RO C CAC 2007 Compliance Letter S,
TAS-202,-PDF
Quality Assurance Contract Expiration Date
06/27/2012
Installation Instructions
FL11136 RO II 07-0509.06.1)df
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11136.13 Steel, Steel Edge in Wood Frame 8'-4" x 8'-0", Full Lite, Single or Double Door, With or
Without Side-lites, Out -swing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +55/-55
Other: Product must be installed per manufactures
instructions as stated on NOA. Side-lites and Doors are not
Impact Rated and Require Miami -Dade HVHZ Approved
Shutters.
Certification Agency Certificate
FL11136 RO C CAC 07-0709.05.pdf
FL11136 RO C CAC 2007 Compliance Letter S,
TAS-202.PDF
Quality Assurance Contract Expiration Date
07/18/2012
Installation Instructions
FL1.1.136 RO II 0.7.0.709.,-O5..pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Back; Next,
Department of Community Affairs
Florida Building Code Online
Codes and standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Fax (850) 414-8436
2000-2010 The State of Florida. All rights reserved.
Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Seryice 5uryey I Contact Us
Product Approval Accepts:
eC9 _..
4 of 4 7/7/2010 10:40 PM
6' MAX.
FROM
WINDOW WIDTH (5A- MAX.)
TYPICAL ELEVATI N WITH FASTENERS
a I. MIN.
EMBEDMENT
1/4' MAX
SHIM
2
SPACE
I
TYPICAL VERTICAL
FRAME SECTION
NOTD Caulk between
I
iunitand
opening7:t
i
I
i
U
c
EMBEDMENT
Q
Ir7=.
General Notes:
The product shown herein is designed, tested and manufactured to comply with
the 2007 Florida Building Code and industry standard requirements for the
stated conditions.
All glazing shall conform to ASTM E1300-02.
An impact protective system is required where wind bome debris protection is
required by local building code.
Maximum sizes are buck sizes and do not include fin or flange,
i
This schedule addresses only the fasteners required to anchor the product to.
MASONRY
ATI 61293— 01-401-44)
1Y4' MEN. EMBEDMENT -tom-{ SHI
MAX
SHIM
SPACE,
c
I 0
I
i
TYPICAL H RIZONTAL
FRAME SECTION
NOTE, Caulk between unit and open4g.
UnMorn Design Pressure 01 Testedpsf per AAMA/VDMA/CSA A4
0-OS. Max
Frame DP IMPACT 53
a"x 72 h6" SO/-50 ND Installation
Notes: 1.
Seal flange /frame to substrate. 2.
Use %6" Tapcon or equivalent fasteners through frame with sufficient length to penetrate
a minimum of 1Y4' into the masonry. 3.
Host structure (wood buck, stud framing and opening) to be designed and anchored
to properly transfer all loads to the structure. The host structure is the responsibility
of the architect or engineer of record for the project of installation. rt
achievetherateddesignpressureandimpactperformancewhereapplicable) u P PROJECT ENGINEER: DATE: 355
Center Cou TICT
Validator / Operations Administrator)
Jeld-Wen Windows & Doors
P.O. Box 1329
Klamath Falls, OR 97601
Attn: Steve Strawn
AAMA,
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval
is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings,
by an AAMA Accredited Laboratory.
1. The listing below will be added to the next published AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTEDAAMA/NWWDA 101/I.S. 2-97
H-R50-53x72
CODE SERIES MODEL & PRODUCT
COMPANY AND PLANT LOCATION MAXIMUM SIZE TESTED
NO. DESCRIPTION
BUILDERS ALUMINUM SINGLE HUNG
FRAME SASH
Jeld-Wen — Venice, FL JW-19 AL) (O/X) (OG)
4'5" x 6'0" 4'2" x 2'11
INS GL) (REINF) (ASTM)"
2. This Certification will expire November 29, 2009 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
3. Product Tested and Reported by: Architectural Testing, Inc.
Report No.: 61293.01-401-44 Rev.2
Date of Report: December 1, 2005
Date: March 23, 2007
Cc: AAMA
SBS
ACP-04 (Rev.8/06)
Validated for Certification
Associated Laboratories, Inc.
Authoried for Certificatjpn
W
American Architectural Manufacturers Association
1
I
C,r
PCAI_
APP
7u A /} 5# . iRt<-
3 RRoy = s s==:.,C lE y
TE FLAN
fARGEL I D
S6-I`-50-520-0000-I I q0
2021 LAKE AVE. SOUTH
SANFORD, FLOfRIDA
t c
11 =
20'
A
00
TYP, 20'x16" CONTINU S
MONO FOOTING
W/2#5 BARS
TYPICAL TIE NEW FOOTING
TO EXISTING WITH 2#5 BARS
6" EMBED WITH EPDXY
3 LOCATIONS)
FOUNDATION NOTES
I. ALL CONCRETE 5LA55 SHALL HAVE A COMPRESSIVE
5TREN6TH OF NOT LE55 THAN 2500 P51 @ 25 DAYS
2. 5LAB5 SHALL BE REINFORCED WITH FIBER MESH
OVER A 6 mil. VAPOR BARRIER OVER CLEAN,
WELL COMPACTED, TERMITE TREATED FILL
5. CONCRETE FOOTING5 SHALL HAVE A COMPRESSIVE
5TREN6TH OF NOT LE55 THAN 2500 P51 @ 25 DAYS
4. REINFORCE FOOTINGS AND WALLS WITH #5 REBAR
A5 INDICATED ALL BARS SHALL BE DEFORMED, AND
CONFORM TO GRADE 40 A5TM DESIGNATION A505,
AND BE CLEAN AND FREE FROM RUST AND SCALE
5. 5PLICE5 MUST OVERLAP AT LEAST 25"
6. A55UMED 2000 P5F 501L DENSITY
7. "NO WOOD GRADE STAKES PERMITTED"
2'-I10'el co
00
W/
24°x24"x12" DEEP
CONC. FTC, W/3#5
REBAR EACH WAY
w TYP, 8-x8- THICKENED
a EDGE W/1#5 BAR
F.F,E..-4'
4" 2500 PSI CONCRETE SLAB
WITH FIBER OVER 6 MIL VAPOR
BARRIER OVER CLEAN TERMITED
TREATED COMPACTED FILL
EXISTING HOUSE
EXIST F,F,E, 0,0'
FOUNDATION PLAN
SCALE:1 /4"=1 '-0"
ADDITION EAGLE PROPERTY ACQUISITIONS
2021 LAKE AVE. SOUTH 470 DEWDES COURT
SANrORD, FL. 32771 WINTER SPRING, FL.
5 CORNER BAR
ALL LAPS MIN, 25"
GROUTED CELL W/ #5 DOWEL
TYPICAL REBAR LAP @ CORNERS
TIE BEAMS & FOOTINGS
CONTINUITY DE CORNERS
LEEVE PIPE MIN,
SIZES LARGER
HAN PIPE
HON F OTING
CFF FFII wnATInN
PENETRATION DETAIL
STRUCTURAL PLAN SERVICE INC.
sn C PO BOX 940128
r ti7 Maitland, FL. 32794
Phone (407) 295-8155
fax (866) 621-5802
STRUCTURAL ` PLAN SERA ICE INC.
COA #2 7 152
Ken Ehlers P.E.# 18243
LICENSED PROFESSIONAL ENGINEER
Al
4382 . SHEET 1 OF 6
a' 7' 1 9'-8„ 5 —7
F L.UUM/ LL-F-U I MII HL- r L HIV
NOTE: WHEN BUCKS ARE LESS THAN 1 1/2'
SCALE-1 /4"=1 '-0"
THICK TAPCUNS MUST BE 1/4' x 3 1/2' LUNG WOOD SILL BELOW
AND RAN THROUGH WINDOW MULLINS AND ALUMINUM WINDOW
BUCK STRIPS TO CMU TO SEE MFGS, SPECS,
DOOR FRAME TO BLOCK
THRESHOLD BELOW
EXTERIOR DOOR
8' CMU
PRESSURE TREATED 2X
15 VERTICAL GROUTED CMU WINDOW BUCK mm TO
MASONRY WITH 1/4 RND. X 3 3/4' CELLS PER PLAN TAPCONS 24' O.C.
SEE MANUFACTURER SPECS)
SILL BELOW
JAMB AT EXTERIOR DOOR
N.T.S.
8' CNU
F TREATED RX
WINDOW BUCK ANCHOR TO
15 VERTICAL GROUTED CMU MASONRY WITH 1/4 RND, X 3 3/4'
CELLS PER PLAN TAPCOIS 24' DC
SEE MANUFACTURER SPECS)
CONCRETE SILL BELOW
WINDOW JAMB 8" CMU
N.T.S.
ADDITION EAGLE PROPERTY ACQUISITIONS
2021 LAKE AVE. SOUTH 470 DEWDES COURT
SANFORD, FL. 32771 WINTER SPRING, FL.
GENERAL FRAMING NOTES
ALL LUMBER TO BE SOUTHERN YELLOW PINE #2
OR SPRUCE #2, MAXM,C. OF 19% EXTERI R LUMBER
AND IN CONTACT WITH CONCRETE TO BE
PRESSURE TREATED,
ALL EXTERIOR DOORS AND DOOR TO GARAGE MUST
BE OF SOLID WOOD AND MINIMUM THICKNESS OF
1 3/8', OR SOLID CORE METAL
PROVIDE ADEQUATE BRACING AND BRIDGING TO
TRUSSES TO RESIST WIND AND OTHER LATERAL
FORCES,
EXTERIOR WINDOWS AND GLASS DOORS
MUST MEET THE REQUIREMENTS OF R-613-1
OF THE FLORIDA RESIDENTIAL BUILDING CODE
2007 EDITION WITH 2O09 SUPPLEMENTS
R-613-3 EXTERIOR WINDOWS AND GLASS DOORS
R-613-3-1 TESTING AND LABELING, EXTERI R WINDOWS
AND GLASS DOORS SHALL BE TESTED BY AN APPROVED
INDEPENDANT TESTING LABORATORY, AND BEAR AN AAMA
OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE
MANUFACTURER, PERFORMANCE CHARACTERISTICS AND
APPROVED PRODUCT EVALUATION ENTITY TO INDICATE
COMPLIANCE WITH THE REQUIREMENTS OF THE FOLL WING
SPECIFICATION:
WINDOWS-ANSI/AAMA/NWWDA 101/IS2 2/97
AREA TABULATION:
LIVING = 110 SQ. FT.
PORCH = 166 SQ. FT.
TOTAL UNDER ROOF = 276 SQ. FT.
CONSTRUCTION TYPE: V-B
WIND SPEED = 120 MPH (3 SEC. GUST)
WIND IMPORTANCE FACTOR - 1.0
WIND EXPOSURE = CATEGORY B
INTERNAL PRESSURE COEFF.= .18
COMPONENTS AND CLADDING
ROOF= +14.9 / -50.1
WALL= +25.9 / -34.7
DESIGN REQUIREMENTS LIVE LOADS
ROOF = 20 PSF
FLOORS, STAIRS= 40 PSF
DECKS, BALCONY = 60 PSF
ATTIC:
UNIHABITABLE,
WITHOUT STORAGE= 10 PSF
WITH STORAGE= 20 PSF
NOTE: THIS PROJECT HAS BEEN DESIGNED IN
ACCORDANCE WITH 2O07 FLORIDA BUILDING CODE
RESIDENTIAL EDITION, SEC. R301 W/2009 SUPPLEMENTS
2007 FLORIDA BUILDING CODE EXISTING EDITION
W/2009 SUPPLEMENTS AND ASCE 7-05. TO THE BEST
OF MY KNOWLEDGE THESE CONTRACT DOCUMENTS
PREPARED UNDER MY DIRECT SUPERVISION,
COMPLY WITH THE APPLICABLE MINIMUM CODE
REQUIREMENTS AND THE SAFETY STANDARDS
AS DETERMINED BY 'THE LOCAL AUTHORITY IN
ACCORDANCE WITH CHAPTERS 553 AND 633
OF THE FLORIDA STATUTES.
STRUCTURAL PLAN SERVICE INC.
S C PO BOX 940128
7 Maitland, FL. 32794
Phone (407) 295-8155
fax (866) 621-5802
STRUCTURAL PLAN SER`~'ICE INC.
C<OA ##2'152
Ken Ehlers P.E./# 18243
LICENSED PROFESSIONAL ENGINEER
A2
SHEET 2 OF b
PAINTED WOOD FINIS
r rrr r
TYPICAL ROOF VENT
ROOF
ASPHALT SHINGLES _. ..-
EXISTING 00
A
I
I I I
EXISTING WALL
I i
I
RIGHT ELEVATION
01111104
ADDITION EAGLE PROPERTY ACQUISITIONS
2021 LAKE AVE. SOUTH 470 DEWDES COURT
SANFORD, FL. 32771 WINTER SPRING, FL.
I
EXISTING WALL
REAR ELEVATION
LEFT ELEVATION
STRUCTURAL PLAN SERVICE INC.
ST PO BOX 940128rsMaitland, FL. 32794
Phone (407) 295-8155
fax (866) 621-5802
11 EL.8'-0"
BRG.
EL. 0.0'
STRUCT-("' AL PLAN SERVICE INC.
Ken Ehlers P.E.## 18243
LICENSED PROFESSION, L ENGINEER
YJ \
A3
4382 SHEET .S QF 6
o w Q tp 25 ' MIN. LAP GONTI NOUS STEEL
r I iuJ D C,-rAKIr-jA=rn =nkirn
0 LU
ODG_
XZoLUm
z 0
Z
REINFORCING- 3" MIN.
ColovFS
2x4 X-BRACE ® 96" O.C.
w/ (2) 12d NAILS EA. EN
2X4 BLOCKING ® 48" O.C.
1ST (2) TRUSS BAYS
2) 2d NAILS EACH END
CO\/ER
ERT. REINF.
IN GROUTED
CELL
GLEANOUT REQ'D
FOR GROUT LIFT
5 FT. UNLESS
FOOTING DWL. IS
NOT Rrza'D.
STANDARD
HOOK
FOOTING
2X4 T-BRACE
IF REQUIRED BY
TRUSS MANUFACTURER
55
1/2 " 2" GYP. BOARD CEILING
NAILED W/ 5d COOLERS
8" O.C. MAX.
2X8 P.T. PL ANCHOR
TO BLOCK W/ 1/2" A307 AB
W/ 2" WASHERS ® 48" O.C.
EXIST. FLOURED TIE BEAM
EPDXY DOWEL TO EXISTING
BEAM, MIN. 4" EMBEDMENT
OPEN BLOCK TO ALLOW
NEW CELL FILLING
LAP NEW STEEL 25"
ALL LOCATIONS MIN.
OPENINGS MAY VARY IN WIDTH"
OPEN BLOCK TO ALLOW
DOWEL INSTALATION.
CLOSE UP WITH FORM
AND FILL CELL TO EXISTING
BOND BEAM,
EPDXY DOWEL TO EXISTING
FOOTING, MIN. 4" EMBEDMENT
DOWEL = # 5 RE -BAR ® 30" LENGTH MIN.
EPDXY = SIMPSON "SET" OR EQ. HIGH
STRENGTH EPDXY.
1:43: _ bA'
TYP. ROOFING
VN FACIA
ALUMINUM
SOFFIT
SIDING
7/16" OSB SHEATHING
ORR 1 /2" CDX
NAIL W/ 8d COM 6" O.C.
EDGES 12" O.C. FIELD
GABLE TRUSS NAIL W/ 12d
TO 2X8 PLATE ® 6 " O.C.
8" CMU
GABLE END CONNECTION BLOCK
Total Allowable Superimposed Load
Pounds Per Linear Foot
U-Precast Lintel
81X81)
U-Precast Lintel
8"X16' composite)
Mark No. Nominal
Clear
S an
Total
Lintel
San
No Fill
No STEEL
Filled
135
A
Filled
2)05
B
Fitted
1)15 TLB
C
FilledFitted
UN5T(2)t5B
D
0115 T & B
E
L-2
L-3
L-4
L-5
L-6
L-7
L-8
L-9
L-10
L-11
L-12
L-13
L-14
L-15
L-16 (P.S.)
L-17 (PS.)
L-18 (P.S.)
L-19 (P.S.)
L-20 (P.S.)
L-21 (P.S.)
L-22 (P.S•)
9
2'2'
2'8'
3'2'
4'0'
4'6'
5'2'
6'2'
TO'
810'
9'2'
1010'
112'
12'0'
12'8'
13'4'
14'0'
16T
18'0'
18'8'
20'8'
22'8'
3'6'
4'0'
4'6'
5'4'
TOO'
6'6'
TV
8'4'
9'4'
10'6'
11'4'
12'6'
13'4'
14'0'
14'8'
IT4'
17'4'
19'4'
20'0'
21'4'
24'0'
67
7
4 4 717
603
2304 2906 3010 4546 4649 4753
204 257 266 4212
1
1484 1865 1932 304
1304 1636 1696 66
1 14
989 1236 1281 2009
904 1128 170 132
807 1004 1042 554 Ib91 1628
14 1_M 1473 1507
708 783 784 1421
54 7 7 1512
491 687 681 1437
23 406 40 1104
208 376 37 1063
1 954
111 237 239 801
Notes P.S.) represent precast lintels prestressed using
2) 7/16' Diameter Prestressing Strands,
Total Allowable Superimposed Load
Pounds Per Linear Foot
2' Recessed Door Headers
8"X6' 0X14' Com Osite)
Mark
No.
Nominal
Clear
San
Door
size
Width
No Fill
No STEEL
Filled
ans' .
A
Filled
o)158,(uwST
B
Filled
u05TOMB
C
Filled
135B4O115T
D
D-1
D-2
D-3
D-4
D-5
D-6
D-7
D-8
D-9
2'-4'
2'-8'
2'-10'
T-V
T-4'
4'-4'
T-4'
6'-4'
8'-4'
2'-0'
2'-4'
2'-6'
2'-8'
T-0'
4'-0'
T-0'
6'-0'
8'-0'
2235 3351 67907
2084 3125 63204
1952 2927 6018 624 6288
1292 1937 4956 40494198
6427 1 2650 2755
736 1051 1 2026 2078 2130
2X4 BLOCKING ® 48" O.C.
1ST (2) TRUSS BAYS
2) 2d NAILS EACH END 2X4 T-BRACE
TYP. ROOFING IF REQUIRED BY
TRUSS MANUFACTURER
FACIA
2x4 X-BRACE ® 96" O.C. I II
w/ (2) 12d NAILS EA. END % _Olt_ ALUMINUM
SOFFIT
GABLE TRUSS
7/16" OSB SHEATHING
OR
o NAIL/W/ SdXCOM 6" O.C.
35 - 55 EDGES 12 O.C. FIELD
1/2" GYP. BOARD CEILING
NAILED W/ 5d COOLERS
8' O.C. MAX.
2-12d NAILS ® 48" O.C.
LSTA12 STRAP @ 24" O.C.
FRAME WALL/BEAM
GABLE END CONNECTION FRAME
ADDITION EAGLE PROPERTY ACQUISITIONS
2021 LAKE AVE. SOUTH 470 DEWDES COURT
SANFORD, FL. 32771 WINTER SPRING, FL.
2500 PSI CONC. FILL
CONCRETE PLACED IN FIELD)
SEE SCHEDULE FOR STEEL REINFORCEMENT
AND TIE BEAM ABOVE
STD 1800 HOOK a EACH END OF
STIRRUP W/2 112' LEG EXTENSION
PAST BEND, (TYP)
7/32' STIRRUPS AT CA' c-c
TIED OR WELDED)
NOTES:
I. MINIMUM COVERAGE OF STEEL - 1.5'
2. MIN. BEARING REQUIRED AT EA. END - 4'
U-TYPICAL LINTEL SECTION
PRECAST CONCRETE
4011!
FLORIDA PRODUCT APPROVAL w FL. 158-RI
W/ 2005 REVISION
GENERAL NOTES
U CODES-
1.1 FLORIDA RESIDENTIAL BUILDING CODE 2007 WITH 2O09 SUPPLEMENTS
12 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACT 318-98).
1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR
BUILDINGS AND OTHER STRUCTURES (ASCE 7-05).
2) CONCRETE.
2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS,
211 PRE -CAST V/STANDARD REDFORCEMENT - 3500 PSI
2.12. PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI
2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI
2.2 REDFORCING BARS-
2,3 PRESTRESS STRANDS ASTM A416 7-WIRE
2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACT 31S
2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACT STANDARDS.
3) MASONRY,
3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION
OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACT 53a
3.2 MINIMUM MASONRY UNIT STRENGTH f'm 1250 PSL
3.3 MORTAR SHALL BE TYPE S.
4) STRUCTURAL,
4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8'
WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER SECTION 2101.3.1
OF THE 2004 EDITION OF THE FLORIDA RESIDENTIAL BUILDING CODE)
5) CONTRACTOR
5A CONTRACTOR/NASON TO VERIFY ALL LINTEL SPANS PRIOR
TO ORDERING/ INSTALLATION
6) CONTRACTOR,
6.1 ENGINEER OF RECORD MUST BE NOTIFIED FOR REVIEW IF GARAGE
LINTEL IS LESS THAN 8X16 COMPOSITE
NOTEt EXTRA TIE BEAMS OR COURSES
BETWEEN LINTEL AND TIE BEAM
POURED SOLID ARE ACCEPTABLE
A SINGLE SOLID FILLED LINTEL OF THE SAME LENGTH
MAY BE USED TO SEPARATE DOORS AND WINDOWS
FROM TRANSOM ABOVE. TOP PRECAST TO BE
SIZED PER PLAN
STRUCTURAL PLAN SERVICE INC.
S P S PO BOX 940128
Maitland, FL. 32794
Phone (407) 295-8155
fax (866) 621-5802
STRUCTURAL PI?TAN, SERVICE INC.
C,)A #21-?152
Ken FNers P.E.# 18243
LICENSED PROFESSIONAL ENGINEER
A 4
2 SHFLi ' Ur b
PRE-ENG. WOOD TRUSS @ 24" O.C.-
SHINGLE ROOFING
30 Ib. FELT -
1 /2' CDX PLYWOOD
or 7/16" OSB SHEATHING
HURRICANE STRAP_
SEE FRAMING PLAN
FACIA
W/DRIP EDGE
VENTED SOFFIT
WINDOW
SEE FLOOR PLAN
PRE CAST SILL -
PAINTED FINISH _
ON 8" CMU WALL
FINISH GRADE z-----
l n 0 0
CONTINOUS CONCRETE FOOTINGS
SEE FOUNDATION PLAN)
R-30 MIN. INSULATION
SEE ENERGY CALC)
2" CLG. NON SAG DRYWALL BOARD
CONTINUOS 8' POURED CONC. U-BLOCK
BOND BEAM 1 #5 BAR MIN 25" LAP
RE CAST HEADER
ILL
SHINGLE ROOFING
30 Ib. FELT —
1 /2' CDX PLYWOOD
or 7/16" OSB SHEATHING
HURRICANE STRAP_
SEE FRAMING PLAN
FACIA
W/DRIP EDGE
VENTED SOFFIT
STRAPS BEAM TO PO
SEE FRAMING PLAN)
PRE-ENG. WOOD TRUSS
24" O.C.
2" CLG. NON SAG DRYWALL BOARD
BEAMS
SEE FRAMING PLANS)
POSTS SLAB TO BEAM
SEE FRAMING PLAN)
1/2" GYPSUM DRYWALL ON 3/4"
FURRING R5.0 MIN. INSULATION
SEE ENERGY CALC)
1 #5 BAR MIN 25" LAP
IN FILLED CELL(SEE FLOOR PLAN) POST BASE
FINISH GRADE t-T
SEE FRAMING PLANS)
II _
4" 2500 PSI CONCRETE SLAB w/ FIBER MESH - _- _ II=- ffii
I =
4" 2500 PSI CONCRETE SLAB w/ FIBER MESH
L 1 or 6x6 10/10 W.W.M. OVER Emil VAPOR z m z ( or 6x6 10/10 W.W.M. OVER 6mil VAPOR
7T1 BARRIER OVER CLEAN COMPACTED A I 0 0 1 BARRIER OVER CLEAN COMPACTED
TERMITE TREATED SOIL _ ____.____-_. TERMITE TREATED SOIL
TYP. WALL SECTION CMU TYP. PORCH POST DETAIL
ADDITION EAGLE PROPERTY ACQUISITIONS
2021 LAKE AVE. SOUTH 470 DEWDES COURT
SANFORD, FL. 32771 WINTER SPRING, FL.
STRUCTURAL PLAN SERVICE INC.
ST1 C PO BOX 940128
r 7 Maitland, FL. 32794
Phone (407) 295-8155
fax (866) 621-5802
STR:J.CTUR ;L PaAh SERVICE INC.
COA ##27152
Kep, Ehlers P;L".## 18243
LICENSED PRORES-SIONAAL ENGINEER
2 SHEET 5 OF 6
TYPICAL H4 RAFTER
TO 2 x6 PURLIN ---
1) 1/4" x 4" 51MF50N WOOD \
SCREW 2 X 4 PURLINS TO
EACH TRU55 BELOW---- ----
EXISTING
PRE-ENG'RED
TRUSSES ---
TYP, PORCH 2-2x12 ON 4x4 PT POST
WITH (2)HTS20 STRAP POSTS TO BEAM
L/\1J 1 11 Y1_J 1\UL_II
2x6 RAFTERS @ 24" O.G.
12
2
SAP ,
MIN. oG l -- EXISTING
ROOF SHEATHING
UNDER VALLEY
BEARING
WALL -
NEW TRU55E5 -
STRAP (SEE
FRAM'G PLAN)
OVER FRAME LOW PITCH ROOF DETAIL
ROOF FRAMING PLAN
SCALE: 1 /4"=1 '-0"
ADDITION EAGLE PROPERTY ACQUISITIONS
2021 LAKE AVE. SOUTH 470 DEWDES COURT
SANFORD, FL. 32771 WINTER SPRING, FL.
5'-0'
R[Ib EDGE
4'-0' (D
O O O
4'-0' Q RIDGE
4'-0' . (2 (2- _ C2)4(D
AP RAFTER ROOF ATTACHMENT PLANW/12d
3" o / c SHEATHING SHALL DE FASTENED WITH MIN, f#8d SHANK NAILS
ZONE I EDGES @ TRUSSES 6' O.C. AND INTERMEDIATE TRUSSES 12' O.C.
ZONE 2 EDGES @ TRUSSES 6' O.C. AND INTERMEDIATE TRUSSES 6' O.C.
ZONE 3 EDGES @ TRUSSES 6' O,C, AND INTERMEDIATE TRUSSES 6' O.C.
ROOF EDGE
TOP CHORD BLOCKING a CA' O.C. MAX.
IN GABLE ENDS ONLY (SEE GABLE DETAIL) \
ROOF SHEATHING,
c
3
z
caJ
t
BUILDING LENGTH
ROOF SHEATHING LAYOUT
AND DIAPHRAGM BLOCKING
STRUCTURAL PLAN SERVICE INC.
ST7 C PO BOX 940128
r 7 Maitland, FL. 32794
Phone (407) 295-8155
fax (866) 621-5802
STR'IUCTUR^AL-,P'h,AN SERVICE INC.
COA #27152
KPn Ehlers P.E.# 18243
LICENSED PROFESSIONAL ENGINEER
SHEET 6 OF 6