542 Plumosa Dr 05-2631 shed & garagePERMIT ADDRESS mo
CONTRACTOR
ADDRESS \
PHONE NUMBER
PROPERTY OWNER n.Q-
PHONE NUMBER `{. 0 -� - -�> C)"k SS t��
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
SUBDIVISION
ty
C7
r�
En
PERMIT # DATE 1 - Q- v
cq 3
PERMIT DESCRIPTION
PERMIT VALUATION ' ps
SQUARE FOOTAGE
0
0
�A
t=i
4:
Permit# : o�s ^
CITY OF SANFORD PERMIT APPLICATION
Date:
Job Address 00.4 DciL J1ri i 11:a 1, P= nw , / 7 i
Description,of Work,: ✓61N e5
Historic District: Zoning: Value of .Work $ -, 3006
Permit Type: Building= Electrical N-u Mechanical Plumbing 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 Water Closets Plumbing Repair - Residential or 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 #: I e (Attach Proof of Ownership & Legal Description)
Owners Name & Address: t_—
�,7 Phone:
Contractor Name & Address:
State License Number:
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender: _
Address:
Architect/Engineer
Address:
Contact Person:
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 p"t is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
Sioature of Owner/Agenf Date
P not 7caner/Agent's Name
�a��J�
Signature of Notary -State of Florida Date
rouced ID
„7
t
rL—,sUnt Assoc. Co.
57
APPLICATION APPROVED BY: Bldg: -0 Zoning:
(Initial & Date)
Signature of Contractor/Agent
Print Contractor/Agent's Name
Date
Signature of Notary -State of Florida Date
Contractor/Agent is
Produced ID _
Personally Known to Me or
Utilities: FD:
(Initial & Date) (Initial & Date) (Initial & Date)
Special Conditions:
L 6 vi
CITY OF SANFORD BUILDING DIVISION
OWNER/BUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under, this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner of your property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. It
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the responsibility for supervising
work to a licensed contractor who is not licensed to perform the work being done. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordin n es, building codes, and zoning regulations.
I; `% , do hereby state that I am qualified and capable of performing the
requested construction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
*ate6Ower uilder Signature
, Y,, " 'A t 5 CD
rmt weer uilder Name
3/
Signature of Notary —State of Florida Date
Owner is Persona�ll own to Me or has
Produced ID i 1� �. -,0- y I ) � 1 0 (e
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
PARCEL, DETAIL
DAYID JOF�Igt SOri; CFAPERQ, A/SA
PIRp
Fa 1''HER
SEMINOLE O. OU'NTY.FL
1101 �E. F1kS-f ST
SANFORD, FL3=1-1465
4W-665775 6
2005 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
31-19-31-507-0600-
Number of Buildings: 1
Parcel Id: 0240 Tax District: S1-SANFORD
Depreciated Bldg Value: $125,380
Owner: SCOTT KENNETH J Exemptions: 00-
HOMESTEAD
Depreciated EXFT Value: $14,665
& JULIUS A
Land Value (Market): $19,611
Address: 542 PLUMOSA DR
Land Value Ag: $0
City,State,ZipCode: SANFORD FL 32771
Just/Market Value: $159,656
Property Address: 542 PLUMOSA DR SANFORD 32771
Assessed Value (SOH): $113,308
Subdivision Name: SAN LANTA
Exempt Value: $25,000
Dor: 01-SINGLE FAMILY
Taxable Value: $88,308
Tax Estimator
SALES
2004 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp
WARRANTY DEED 06/1997 03252 0346 $97,900 Improved
Tax Value(without SOH): $2,433
WARRANTY DEED 09/1989 02108 0935 $8,500 Vacant
2004 Tax Bill Amount: $1,742
WARRANTY DEED 11 /1982 01424 0818 $15,000 Vacant
Save Our Homes (SOH) Savings: $691
QUITCLAIM DEED 03/1981 01357 0189 $12,500 Vacant
2004 Taxable Value: $85,008
WARRANTY DEED 12/1980 01312 1306 $12,500 Vacant
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
Find Comparable Sales within this Subdivision
LAND
LEGAL DESCRIPTION PLAT
Land Assess Frontage Depth Land Unit Land
LEG LOT 24 (LESS W 5 FT) & W 17.5 FT OF
Method Units Price Value
LOT 25 BLK 6 SAN LANTA
FRONT FOOT & 68 150 .000 280.00 $19,611
PB 3 PG 80
DEPTH
BUILDING INFORMATION
Bid Year Base Gross Heated Bid Est. Cost
Bid Type Fixtures Ext Wall
Num Bit SF SF SF Value New
1 SINGLE 1990 8 1,787 2,270 1,787 CB/STUCCO $125,380 $132,327
FAMILY FINISH
Appendage / Sgft OPEN PORCH FINISHED / 21
Appendage / Sgft GARAGE FINISHED / 462
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
FIREPLACE 1990 1 $1,250 $2,000
POOL GUNITE 1998 392 $6,468 $7,840
GAS HEATER 1998 1 $440 $1,100
SPA 1998 1 $1,917 $2,500
SCREEN ENCLOSURE 1998 1,968 $3,019 $3,936
COOL DECK PATIO 1998 544 $1,571 $1,904
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
*** If you recently purchased a homesteaded property your next ear's property tax will be based on JusYMarket value.
http://www.sepafl.org/pls/web/re web.seminole_county_title?parcel=31193150706000240... 5/12/2005
CITY OF SANFORD PERMIT APPLICATION
Permit ## : OS -
"Joli Address:
"'Description of Work:
Historic District:
Zoning:
Date:
_� Mlle of Work: $
Permit=Type:" B ld n►iu g Electrical , Mechanical Plumbing 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 Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or 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)
OwrsneName_&=Address: c`Gd1I�fT� PIU $aflCArd�]FL
Phone:
Contractor Name & Address:
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender: -
Address:
Architeet/Engineer:
Address:
Contact Person:
State License Number:
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
verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
sue- �Ar*'S-
Owner/Agent Date Signature of Contractor/Agent
Name Print Contractor/Agent's Name
It- /a-d 6 )
-S�ta�9�Elouda,...-...Date
DEBBIE BLANTON
4sipatureofNo
MY COMMISSION # DD 188491
F8gvle oWRv FL Notary Discount Assoc. Co.
APPLICATION APPROVED BY: Bldg: Zoning:
(Initial & Date)
Special Conditions:
Date
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID
(Initial & Date)
Utilities: FD:
(Initial & Date) (Initial & Date)
CITY OF SANFORD BUILDING DIVISION
OWNER/BUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or, use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under. this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner of your property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. It
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the responsibility for supervising
work to a licensed contractor who is not licensed to perform the work being done. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinagce ,, building codes, and zoning regulations.
I, , do hereby state that I am qualified and capable of performing the
requ sted construction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
Signature Date
Print Owner/Builder Name
btale,��
Signature of Notary —State of Florida Date
Owner is Personally Known to Me or has
Produced ID
THIS INSTFUMENT PREPARED BY:
NAME: e
ADDRESS:1�'c( catyta
State of Florida
Permit No.
SUNOLE COUN-rY
RTITWS IN.nrueAL o-uilcr
NOTICE OF COMMENCEMENT
Tax Folio No. (PID)
Building & Fire Inspectio
1101 East 1st Strt
Sanford, FL 327°
County of Seminole
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) � L
GENERAL DESCRPTION OF IMPROVEMENT
Interest in property (Fee Simple, Partnership, etc.)
NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER. (IF OTHER THAN OWNNn ropl
rIFI��
ORSE
CIRCUIT COURT
SEMINOLE COUNTY, Fl
OKIIUA
CONTRACTOR
Name and address 9Y EPo�A�ER 1 � 2005
SURETY (Bonding Company)
Name and address "YMM K*SEI MEW OF CIKUIT CART
Amount of Bond HR @ 7 30 PS QM966
LENDER RE DED WIMM 09t3S:2-t$ AN
Name and address REEMIN6 FEES I&
IiEGiI BhD BY D Thomas
Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes:
Name and address
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as
provided by Section 713.13(1)(a)7.,Florida Statutes:
Name and address:
In addition to himself, Owner Designates of
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 ss a different date is specified.)
-r��PnY.P*4, Elizabeth Taylor -Lawrence
Commission # DD389816 S112jm Anknt4, of -Owner Expires January 25, 2009
rN`o 80.ed Troy FaIn suranc -Z8 385.7019
It SIC a efore me this Day of _
My Commission Expires:
werdar'4001,90
votary Pi
The foregoin . s ent was acknowledged before me this day ofC by
�Tir n-fi—(Name of person acknowledged), who is p4snLally Cknown to me or who has
g oduced (Type of identification), as identification and who did/did not take
rut.
KI h1t1F;1.LL�.(11T and JUDY 11, SCOTI
U-gal Desc;ripLiun
Lot 24, LESS Lhe Vie%L 5.00 feeL thereof, AND Lhe WvsL 17.5 feeL of L,.)I. ?5, l3lock G,
SAN LAt1TA, accord i no Lo the h 1 a L Lhe►-eo f a-, recorded in Nat. t. Bool: 3, Va(le 80, or the
Public Records of )f"Winole COUnLy, Florida.
-�II`04 w
7 C.1.. F
lA111 CZ-rVr-r-r
6-1
t 23A5(.1
?)91011(113
1
2
1� 1ra 11 1 Iq
2,1
�'
Z6
3
c�
PLUMOC;h MW'c
1
7. 3
1
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1 2
1ti
cl 01`i
l
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vAI-r-Jclx
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1, F Z O
o - INVICA IEg IRnN i CAP i 336Z
I
MI Home Products, Inc.
650 West Market St.
P.O. Box 370
Gratz, PA 17030-0370
740/744/3740 SINGLE HUNG
(717) 365-3300
(717) 362-7025 Fax
IN & FLANGE
IMPORTANT NOTE: When the 744 is sold to Lowe's, it is
marketed under BetterBilt Series number 3740. When it is
marketed to Home Depot, it is BetterBi It Series number 740.
• Test Reports
• #01-40351.05 (Fin)
• #01-40351.06 (Flange)
. Installation Instructions - Flange
• Sample 110/120/140 MPH Labels
1
MAXIMUM SIZES
FOR 140-MPH WIND LOAD
SERIES 370 SINGLE DUNG
53 1/8" X 721/4" FLANGE WINDOW
52 1/8"X 711/4" FIN WINDOW
------------------------------------------------
OWd
72"
X
72"
96"
X
48"
48"
X
96"
84"
X
52"
52"
X
84"
oul Do Lei Now mm
WT
Concrete or Masonry Opening
a
'd
zi
w
L '
Perimeter Caulk, By Others
Also between flange and buck
I Head
•fl
G
V
E rxtvlor
0
v
o' Glass as Required ✓ I�
Perimeter Caulk Sill
By Others
b
Pre -Cast SIII
By Others
Topcon
a
D Caulk Between Buck
and Masonry Opening.
By Others
Wood . Buck by Others
U
_2m
z
=e
61.)&DING PLANS EXAMIN4R
R'IEIEWED FOR
Flange WDE COMPLIANCE
Window-HVEP THIS PLAN ON JOB
APR 17 2002
Bu' di g & Zoni Inspectim^
jLEiixoeminar . gne�yrqq
nee No.. AV 01V 1 Stf
Flange Type
Window Frame SIII
a Stool By others A
a
° E
0 v '
b .
Caulk Between Flange and Pre —Cast SIII C
EXTERI-OR - ELE
1. Shim as required at each installation anchor as shown, with load bearing shim.
2. Anchor must be of sufficient length to provide 1 1/4" min.
embedment
into masonry or concrete.
3. Caulk between window Flange and buck.
4. Caulk full perimeter of window.
5. If exact window size is not given, use anchor quantity for
next larger window in chart.
6. Class thickness will vary with window size and design load, and must comfy
with ASTM E1300.
7. Letter designations on the tapcon location chart indicate where
anchors are to be installed using the elevation as a key.
8. All factory applied holes not designated for tapcon' should
be filled with
#8 screws of sufficient Ith. to provide 5/8" min. embedment
into wood buck.
TAPCON * LOCATION CHART
CODE
WINDOW 10
FASTENER
LOCATIONS
E,trlw Concrete or Masonry Opening
Outside Olmenslon — 1j' MIN.
PENETRATION
SIZE
12
13
SIZE
DP36 TO OP52
DP52.1 TO OP70.8
18 1/8 x 25
18. 1/8 37 3/8
A, C
A. C
A. C
A. C
Perimeter Caulk
14
x
18 1/8 x 49 5/8
A, C
A, C
Caulk Between
15
18 1/8 x 62
A, C
A, 8, C
Flange and Buck
d
16
1s 1/0 x 71 1/4
A, C
A, B. C
''
1/2 32
25 1/2 x 25
A. C
A. C
1/2 33
25 1/2 x 37 3/8
A, C
A, C
1/2 34
25 1/2 x 49 5/8
A, C
A. B, C
1/2 35
25 1/2 x 62
A. 8, C
A. B, C
V°
° d
d •
1/2 36
25 1/2 x 71 1/4
A, 8, C
A, B, C
Jamb
22
23
36 x 25
36 37 3/8
A, C
A C
A, C
A B C
C
dx
4
24
35 x 49 5/8
A. 8, C
, ,
A, S. C
245
36 x 55 1/4
A, B, C
A, 8, C '
d d'4
25
36 x fit
A, 8, C
A, B, C
26
38 x 71 1/4
A, S. C
A. 9, C, 0
32
52 1/8 x 25
A, C
A. C
{� SHIM
33
52 1/B x 37 3/8
A, C,•
A. B. C
BUCK
°
d'
34
52 1/8 x 49 5/8
A. 8, C
A. B, C
345
52' 1/8 x 55 1/4
A, S. C
A. 8, C. D
35
52 1/8 x 62
A. 8, C
A, .8, C. D
Topcon
36
52, 1/8 it 71 1/4
A, B. C. D
A. 8, C, D, E
Inside Dimension ---
Woad. Buck By Others
- Caulk Between
Buck and Opening
-
-
#'TAPCON' TYPE HARDENED MASONRY SCREWS
INCLUDE TAPCON, RAIL, k SIMPSON
D
.Design Pressure values listed above are In PSF
f;t.......••1�`I,I' -
O,IA1w er.J44
nK
INSTALLATION INSTRUCTIONSs.w.
• r1).a7:r,Z
& FASTENER SCHEDULE
�NONE
44._-_SLN-GLE H_UN-G_
a�a•a
_.7.40_/_7.
__.-
Ogll_81I 46 BLANS EXAMINUG
REVIEWED FOA
CODE COMPLIANCE
KEEP THIS PLAN 9N J03
MAY 21 2003
Building Luiung in �e aon Uiv -Jax., fi .
Examiner sl atuie
License No.
AAMA/NWWDA 101/I.S.2-97
TEST REPORT
Rendered to:
MI HOME PRODUCTS, INC.
SERIES/MODEL: 740/744 Oriole
TYPE: Aluminum Single Hung Window with Nail -Fin
Summary of Results
Title
Test Specimen #1
Test Specimen #2
Test Specimen #3
AAMA Ratin
H-R35 47 x 89
H-R30* 39 x 90
H-R35* 39 x 90
0 eratin Force
25 lb max.
N/A
N/A
Air Infiltration
0.12 cfrn/ft
N/A
N/A
Water Resistance Test Pressure
5.30 psf
N/A
N/A
Uniform Load Deflection Test PreSsltre
+35.3 psf
-47.2 psf
+33.3 psf
-34.7 psf
+35.3 psf
-47.2 psf
Uniform Structural Load Test Pressure
+53.0 psf
-70.8 psf
+50.0 psf
-52.1 psf
+53.0 psf
-70.8 psf
De lazing
Passed
N/A
N/A
Forced Entry Resistance
Grade 10
N/A
N/A
Reference should be made to ATI Report No. 01-41979.01 for complete test specimen
description and data.
Architectural Testing
A 101/LS-2-97 TEST REPORT
Rendered to:
MI HOME PRODUCTS, INC.
P.O. Box 370
650 West Market Street
Gratz, Pennsylvania 17030-0370
Report No: 01-41979.01
Test Date:
06/19/02
And:
06/21/02
And:
07/24/02
Report Date:
08/26/02
Expiration Date:
07/24/06
Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Home Products, Inc.
to perform tests on three Series/Model 740/744 Oriole, aluminum single hung windows with
nail -fin at their facility in Elizabethville, Pennsylvania. The samples tested successfully met the
performance requirements for the following ratings: Test Specimen #l: H-R35 47 x 89; Test
Specimen #2: H-R30* 39 x 90; Test Specimen #3: H-R35* 39 x 90.
General Note: An asterisk (') next to the performance grade indicates that the size tested for
optional performance was smaller than the Gateway test size for the product type and class.
Test Specification: The test specimen was evaluated in accordance with AAA4AfNVIWDA
101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass
Doors.
Test Specimen Description:
Series/Model: 740/744 Oriole
Type: Aluminum Single Hung Window with Nail -Fin
Test Specimen #L Gateway Performance Specimen H-R35 47 x 89
Overall Size: 3' 11-1/4" wide by 7' 5-1/4" high
Interior Sash Size: 3' 10" wide by 2' I 1-3/4" high
Fixed Daylight Opening Size: 3' 8-5/16" wide by 4' 3" high
Screen Size: 3' 9-1/8" wide by 2' 11-1/2" high
Glazing Type: 3/16" annealed
130 Derry Court
York, PA 17402-9405
phone: 717.764.7700
fax: 717.764.4129
www.archtest.com
01-41979.01
Page 2 of 6
Test Specimen Description: (Continued)
Test Specimen 42: H-R30* 39 x 90
Overall Size: 3' 3-1/4" wide by 75-1/2"high
Interior Sash Size: 3' 1-7/8" wide by 2' 11-11/16" high
Fixed Daylight Opening Size: 3' 1-1/4" wide by 4' 2-1/2" high
Screen Size: 3' 1-1/8" wide by 2' 11-1/2" high
Glazing Type: Fixed daylight opening 3/16" annealed, Interior sash 1/8" annealed
Test Specimen #3: H-R35* 39 x 90
Overall Size: 3' 3-1/4" wide by 7' 5-1/2" high
Interior Size: 3' .-7/8" wide by 2' 11-11/16" high
Fixed Daylight Opening Size: 3' 1-1/4" wide by 4' 2-1/2" high
Screen Size: 3' 1-1/8" wide by 2' 11-1/2" high
Glazing Type: Fixed daylight opening 1/8" tempered, Interior sash 3/16" annealed
The following descriptions apply to all specimens.
Finish: Unit was silver in color.
Glazing Details: The active and fixed sash were single glazed. Both sash were channel
glazed using a flexible wrap -around glazing gasket.
Weatherstripping:
Description
Quantit
Location
0.170" high by 0.187" backed
1 Row
Fixed sash stiles and top rail
polypile with center fin
0.330" high by 0.187" backed
1 Row
Fixed sash interlock
polypile with center fin
0.090" high by 0.187" backed
1 Row
Interior sash stiles
polypile
0.270" high by 0.187" backed
1 Row
Interior sash stiles
polypile with center fin
5/16" vinyl, hollow bulb seal
1 Row
Interior sash bottom rail
01 A 1979.01
Page 3 of 6
Test Specimen Description: (Continued)
Frame Construction: The frame was constructed of extruded aluminum. The corners were
coped, butted, sealed, and secured utilizing two 5/8" screws through the jambs into the sill
and head screw bosses.
Sash Construction: The sash members were constructed of extruded aluminum. The
corners were coped, butted, sealed, and secured utilizing one 5/8" screw through the jambs
into the rails screw boss.
Screen Construction: The screen frame was constructed from roll -formed aluminum
members with keyed corners. The fiberglass mesh was secured with a flexible spline.
Hardware:
Description
Metal cam lock
Balance assembly
Plastic tilt latch
Metal tilt pin
Drainage: Sloped sill
dte�nforcement: 170
uanti Location
2 10" from ends on interior sash
meeting rail
2 One per jamb
2 Ends of meeting rail on interior sash
2 Ends of bottom rail on interior sash
Installation: The unit was installed in a 2 x 8 #2 Spruce -Pine -Fir wood buck. The unit was
secured utilizing 1-5/8" drywall screws placed 3" from corners and 10" on center around nail
fin perimeter. The exterior was sealed utilizing polyurethane.
Test Results:
are tabulated as follows: BUILDING PLANs "AMINTfF
-''- -- REVIP-WED VOR
Paragraph Title of Test - Test M'D044' lv1_- wed
KEEP THIS Pt< ---
Test Specimen #1: Gateway Performance Specimen H- 5 47 x 89
MAY 2 1 03
2.2.1.6.1 Operating Force, 5 lbs 30 lbs max
gg IIdin�gg& onin l� ; .:c, sI� )i'V-Jar.., I-�-
2.1.2 Air Infiltration (AM
E 2 3
@ 1.57 psf (25 mph __ ,}2.-cn/ft�--- 0.3 cfm/ft max.
Examiner signature
Note #1: The tested specimen me�ffWe perfvrmzme-e levels spec ed in AAMA/NWWDA
101/1.S. 2-97 for air infiltration.
01-41979.01
Page 4 of 6
Test Results:
Paragraph Title of Test - Test Method Results Allowed
Test Specimen 41: (Continued)
Water Resistance (ASTM E 547-00)
(with and without screen)
WTP = 2.86 psf No leakage No leakage
2.1.4.1 Uniform Load Deflection (ASTM E 330-97)
(Measurements reported were taken on the meeting rail)
(Loads were held for 33 seconds)
@ 33.1 psf (positive) 0.77"* 0.26" max.
@ 42.9 psf (negative) 0.89"* 0.26" max.
*Exceeds L11775 for deflection, but meets all other requirements.
2.1.4.2 Uniform Load Structural (ASTM E 330-97)
(Measurements reported were taken on the meeting rail)
(Loads were held for 10 seconds)
@ 49.7 psf (positive)
0.08"
0.18" max.
@ 64.3 psf (negative)
0.12"
0.18" max.
2.2.1.6.2 Deglazing Test (ASTM E 987)
In operating direction at 701bs
Interior sash meeting rail
0.12"/25%
0.5011/100%
Interior sash bottom rail
0.12"/25%
0.50"/100%
In remaining direction at 501bs
Interior sash right stile
0.06"/12%
0.50"/100%
Interior sash left stile
0.06"/12%
0.50"/100%
Forced Entry Resistance (ASTM F
588-97)
Type: A
Grade: 10
Lock Manipulation Test
No entry
No entry
Test Al thru A5
No entry
No entry
Test A7
No entry
No entry
Lock Manipulation Test
No entry
No entry
01-41979.01
Page 5 of 6
Test Results:
Paragraph Title of Test - Test Method Results
Allowed
Test Specimen #1 (Continued)
Optional Performance
4.3 Water Resistance (ASTM E 547-00)
(with and without screen)
WTP = 5.3 psf No leakage
No leakage
Uniform Load Deflection (ASTM E 330-97)
(Measurements reported were taken on the meeting rail)
(Loads were held for 33 seconds)
@ 35.3 psf (positive) 0.81 "*
0.26" max
�a 47.2 psf (negative) 0.91 "*
0.26" max
*Exceeds L11 75for deflection, but meets all other requirements.
Uniform Load Structural (ASTM E 330-97)
(Measurements reported were taken on the meeting rail)
(Loads were held for 10 seconds)
@ 53.0 psf (positive) 0,11"
0.18" max.
@ 70.8 psf (negative) 0.14"
0.18" max
w Test Specimen #2: H-R30* 39 x 90
Optional Performance
Uniform Load Deflection (ASTM E 330-97)
(Measurements reported were taken on the meeting rail).
(Loads were held for 42 seconds)
@ 33.3 psf (positive) 0.31"* 0.21" max.
@ 34.7 psf (negative) 0.27"* 0.21" max.
*Exceeds L/175 for deflection, but meets all other requirements.
Uniform Load Structural (ASTM E 330-97)
(Measurements reported were taken on the meeting rail)
(Loads were held for 10 seconds)
@ 50.0 psf (positive) 0.02" 0.15 max.
(a.) 52.1 psf (negative) <0.01" 0.15" max.
r
01-41979.01
Page 6 of 6
Test Results: (Continued)
Paragraph . Title of Test - Test Method Re5ults Allowed
Test Specimen #3: H-R35* 39 x 90
Optional Performance
Uniform Load Deflection (ASTM E 330-97)
(Measurements reported were taken on the meeting rail)
(Loads were held for 42 seconds)
@ 35.3 psf (positive) 0.38"* 0.21" max.
@ 47.2 psf (negative) 0.27"* 0.21" max.
*Exceeds L/175for deflection, but meets all other test requirements.
Uniform Load Structural (ASTM E 330-97)
(Measurements reported were taken on the meeting rail)
(Loads were held for 10 seconds)
@ 53.0 psf (positive) 0.01" 0.15" max.
@ 70.8 psf (negative) <0.01" 0.15" max.
Detailed drawings, representative samples of the test specimen, and a copy of this report will be
retained by ATI for a period of four years. The above results were secured by using the
designated test methods and they indicate compliance with the performance requirements of the
above referenced specification. This report does not constitute certification of this product,
which may only be granted by the certification program administrator. This report may not be
reproduced except in full without approval of Architectural Testing.
For ARCHITECTURAL TESTING, INC
Mark A. Hess
Technician
MAH:baw
01-41979.01
LZ4.�z ;�).
Allen N. Reeves, P.E.
Director - Engineering Services
�, C baT•d�rt ?.o� �-
4. � • 4cltSfr�C,1� C� �'�
STATc W
C7
:1 A L �,,.
AAMA/NWWDA 101/I.S.2-97
TEST REPORT SUMMARY
Rendered to:
MI HOME PRODUCTS, INC.
SERIES/MODEL: 740/744/3740
TYPE: Aluminum Single Hung Window with Nail Fin
Title of Test
Results
Rating
H R45 52 x 72
Overall Design Pressure
45 psf
Operating Force
24 lb max.
Air Infiltration
0.10 cfm/ftz
Water Resistance
6.75 psf
Structural Test Pressure
+67.5 psf
-70.8 psf
Deglazing
Passed
Forced Entry Resistance
Grade 10
Reference should be made to Report No. 01-40351.05 for complete test specimen description and
data.
For ARCHITECTURAL TESTING, INC.
Mark A. Hess, Technician
MAH:baw
�� MARcN �eoy.
Opaque Outswing Unit
WOOD -EDGE STEEL DOORS
APPROVED ARRANGEMENT:
Test Date Review Germicide 0302WTA,
43026447e, t3026"7C and COPrra l
�a6deluirr Matrix 03026447A'Wl.
76.001, /3026447C-0W1
prodder additional Information -
p available from the ITsw vmbsae
O (www.etfssm"o.coml, the Masordte
webs0e (www.masodteLom) or the
Masodk tedsmfral cellar.
Note:
Units of other sizes are covered by this
report as long as the panel used does not
exceed 37 x 6'8".
Single Door
Maximum unit size . TV x 6'6'
Design Pressure
♦76.0/-76.0
limited water udess special tlueshold design Is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is NOT REQUIRED.
Actual design pressure end impart resistant requirements for a speck bugding design and geographic iocatlon Is determined by ASCE 7-rwtiaW,
stele or bed building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0011-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02.
APPROVED DOOR STYLES:
00
LJ a®
n® go 00 0® 00
Rush Arch Top 3 parrei 6 panty New England 4-pane! Eyebrow 4-panel &l a w
epo�po 0,0 00 00 g0
o®® oo ®a
"Wei 5-parw 5-panel with scroll Eyebrow 5-panel Eyebrow 5panel with scroll
Juror 16, 2003
our wdkuirq Ropnm of Modid aeerovrnwdl nWm &Pd W M d110 ace W060
dod smblW me dwo -00A mtbL
X
Unit
- wo
M1 - IL ig0001 02 A
. g _
all
• 6 per vertical framing member for
7'0" height and smaller
• 8 per vertical framing member for
heights greater than 7'0"
• 4 per horizontal framing member
Hinge and strike plates require two
2-1M" long screws per location.
• Width of door unit plus 12"
• Height of door unit plus 1/4"
SINGLE DOOR
Latching Hardware:
• Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed.
• UNITS COVERED BY COP DOCUMENT 0246% 0266', 3241', 3246, 3261• or 3266
Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top
and (1) at bottom.
`Based on required Design Pressure — see COP sheet for details.
Notes:
1. Anchor calculations have been carried out with the fastener rating from the different fasteners being considered for use. Jamb and head fasteners
analyzed for this unit include 10d common nails. Threshold fasteners analyzed for this unit include Liquid Nails Builders Choice 490 (or equal
structural adhesive).
2. The common nail single shear design values come from ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and
achievement of minimum embedment of 1-114".
3. Wood bucks by others, must be anchored properly to transfer loads to the structure.
Im
March 10.2003
0a=*Aft POWAM of PM&M hnPoMMA melee• "ed oeom,
edpn W Pmud &W wMec+n d" •eheut mice.
Opaque Outswing Unit
WOOD -EDGE STEEL DOORS
CERTIFIED TEST REPORTS:
NCTL 21D-2929-1
Certifying Engineer and License Number. Gerry Ferrara, P.E. / 11965.
Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203.
Door panels constructed from 26-gauge 0.017' thick steel skins. Both stiles constructed from wood. Top
end rails constructed either wood or steel. Bottom end rails constructed from either wood or steel.
Interior cavity of stab filled with rigid polyurethane foam core.
Frame constructed of wood with an extruded aluminum bumper threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN ACCORDANCE WITH
MIAMI-DADE BCCO
PA201, PA202 6 PA203
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
1'
�Xf / &at�5 -
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
June 16, 2003
oW 4 PWW d amdUd Irrvi mdrd rrkes cow, WSW nd a oom
d.W A*00 a do" wVWA -Ohm
Yvrnodc Hreev
Test Oata Review Certir¢ate t3026447A,
13026447B,13026447C and COP/Test
R'epo Validation NUft 13026447A-OO1,
130264478-001,13(1z6447C-0O1
Providr edthonal kilmnation .
avaAaWe from the ITS/WH wehhe
(www.etlsemko.com), the Masonhe
weasne (www.masorate.com) or the
Masotdte tedykal center.
M
F--
Masonite Exterior Door Products - 3 - =NCTL-210-2929-1
TEST RESULTS (Cont.)
Specimen No. 1- Inswing
5.2.6 Water Penetration
5.0 gph/ft2
WTP=2.86 psf (15 min.) No Leakage No Leakage
5.2.5 Uniform Loads
Full Load - 30 seconds Permanent Set _
114.0 psf exterior 0.309" 0.318"
114.0 psf interior 0.013" 0.318"
TEST RESULTS
Specimen No. 2 - Inswing
5.2.7 Air Infiltration - ASTM E283
1.57 psf (25 mph) 0.1 cfm/ft2 0.2 cfm/ft2
(0.11 cfm/ft2)
5.2.4 Design Loads - 30 seconds Deflection
76.0 psf exterior design pressure 0.439" 0.453"
76.0 psf interior design pressure 0.098" 0.453"
5.2.6 Water Penetration
5.0 gph/ft2
_ WTP=2.86 psf (15 min.) No Leakage No Leakage
5.2.5 Uniform Loads
Full Load - 30 seconds Permanent Set
114.0 psf exterior 0.317" 0.318" d
114.0 psf interior 0.096" 0.318"
TEST RESULTS
Specimen No. 3 - Outswing
5.2.7 Air Infiltration - ASTM E283
1.57 psf (25 mph) 0.1 cfm/ft2 0.2 cfm/ft2
(0.11 cfm/ft2)
5.2.4 Design Loads - 30 seconds Deflection
76.0 psf exterior design pressure 0.121" 0.453"
76.0 psf interior design pressure 0.440" 0.453"
5.2.4 Water Penetration
5.0 gph/ft2
WTP=8.25 psf (15 min.) No Leakage No Leakage
5.2.5 Uniform Loads
Full Load - 30 seconds Permanent Sett
114.0 psf exterior 0.161" 0.318" s
Page 4 of 8
Report # t-772 W
(4) SEQUENCE OF TESTS PERFORMED
X X
Specimen 1 Specimens 2, 3, &4
Deflection Gauges Set At Boxes 1, 2 & 3 — Measure
location #1 SN993413562, ments were taken with three CDI 5" dial indicators:
location #2-SN 001516610, location #3-SN 982539153
Vest Results:
Test Sequence: PA 202
1. Air Infiltration
2. % Test Pressure Positive
3. 'h Test Pressure Negative
4. Design Pressure Positive
5. Design pressure Negative
6. Water Infiltration positive Direction
7. Full Test pressure Positive
8. Full Test Pressure Negative
9. Forced Entry
AIR PTEMT RATION
Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94
.Air at 1.57 psf Actual
Allowable
Specimen 1 In -swing 0.04 CFM/SQ FT 0.34 CFWSQ FT r � � %%. e
Specimen 2 Out -swing 0.00 CFM/SQ FT 0.34 CFMISQ FT �C
Specimen 3 Out -swing 0.02 CFM/SQ FT 0.34 CFM/SQ FT
Specimen 4 Out -swing 0.02 CFM/SQ.FT 0.34 CFM/SQ FT
WATER INFILTRATION TEST iJ. S / E% - .7 D, v
Water Infiltration Test was conducted in accordance with DCBCCD PA 202 — 94
Specimen 1 In -swing Water @ 0.00 psf for 15 min. Result: No water Denetration over sill
Specimen 2 Out -swing Water@ 10.5 p or 15 min. Result: No water penetration over s
Specimen 3 Out -swing Water @ 10.5 psf for 15 min. Result: No water penetration over sill Sp��en 4 Out -swing Water @ 10.5 psf for 15 min. Result: No water penetration over si
Masonite Exterior Door Products
Para. No.
5.2.7
5.2.4
5.2.6
5.2.5
5.2.7
5.2.4
4(5-2.6
5.2.5
5.2.7
-4-
TEST RESULTS
Specimen No. 7 - Outswing
Title of Test Measured
Air Infiltration - ASTM E283
NCTL-210-2930-7
Allowed
1.57 psf (25 mph)
0.1 cfm/ft2
0.3 cfm/ft2
(0.08 cfm/ft2)
Design Loads - 30 seconds
Deflection
50.5 psf exterior design pressure
0.338"
0.453"
50.5 psf interior design pressure
0.310"
0.453"
Water Penetration
5.0 gph/ft2
WTP=7.60 psf (15 min.)
No Leakage
No Leakage
Uniform Loads
Full Load - 30 seconds
Permanent Set
75.8 psf exterior
0.038"
0.318"
75.8 psf interior
0.042"
0.318"
TEST RESULTS
Specimen No. 8 - Outswing
Air Infiltration - ASTM E283
1.57 psf (25 mph) 0.1 cfm/ft2 0.3 cfm/ft2
(0.04 cfm/ft2)
Design Loads - 30 seconds Deflection
50.5 psf exterior design pressure 0.440" 0.453"
50.5 psf interior design pressure 0.201" 0.453"
Water Penetration
5.0 gph/ft2
WTP=7.60 psf (15 min.) No Leakage No Leakage
Uniform Loads
Full Load - 30 seconds Permanent Set
75.8 psf exterior 0.306' 0.318"
75.8 psf interior 0.008" 0.318"
TEST RESULTS
Specimen No. 9 - Outswing
Air Infiltration - ASTM E283
1.57 psf (25 mph) 0.1 cfm/ft2 0.3 cfm
(0.01 cfm/ft2)
a
vy
Masonite Exterior Door Products • 5
TEST RESULTS (Cont.)
Specimen No. 3 •Outswing
5.2.4 Water Penetration
,S 5.0 gph/ft2
WTP=8.25 psf (1.5 min.) No Leakage
NCTt.-210-2980-1 �
No Leakage
5.2.5 Uniform Loads -
Full Load - 30 seconds Permanent Set
82.5 psf exterior 0.045" 0.318"
82.5 psf interior 0.032" 0.318"
Permanent set measured readings recorded using a shaft encoder -digital deflection measurer
and were taken at the upper corner of slab opposite hinges. Deflection taken at midspan of
the vertical mu)lion.
Note: At the conclusion of testing there was no damage to the specimen. Locks remained
engaged and normal operation of the door was observed.
Two (2) mill visqueen was used for uniform static loads and did not affect the specimen
performance.
FORCED ENTRY RESISTANCE TEST RESULTS
Specimen No. 1, 2, and 8
Para. No. Title of Test Measured Allowed
3603.2 Hand & Tool Manipulation
No force applied Meets As Stated
3603.2 Hand & Tool Manipulation
300 IV. Meets As Stated
3603.2 Hand & Tool Manipulation
800 lbf
150 lbf perpendicular Meets As Stated
The specimen tested meets the criteria of Chapter 36 of the South Florida Building Code for
Forced Entry Resistance.
Note: All forces were attached to the active door panel within 3" of the locking devices in the
direction that it would tend to be opened and simultaneously perpendicular.
,kt the conclusion of the testing, no damage to the specimen or hardware was observed.
Pull test forces of 800 lbf were achieved by use of geared pull along devices and measured with
Dillon Force Gauges. Hand and Tool Manipulation way performed with steel wi-^ '•^^•••• a••'-•
screw driver and heavy duty putty knife.
VIE