HomeMy WebLinkAbout1417 Valencia CtPermit # :() 5- aCj �>
Job Address: I q 1 -1 1/0 IF rl G 10 /17
Description of Work:: ,�
Historic District: ! 1 O Zoning:
RECEIVED
CITY OF SANFORD PERMIT APPLICATION MAY 2 0 2005
Date:
Value of Work: $ //1 /yo 6
Permit Type: Building 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 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: ResidentialCommercial 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: (far/0_5 ir% , (ddr% 4U�L 1 g 1 �ylwew is '.
a 52n,6/d eb -5d77/ Phone: 4107' 1p?8-ySyl
Contractor Name & Address:
State License Number:
Phone & Fax: 7'�7 D O ! C!�yz Contact Person: �� /' �o je. vt e -z Phone:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer: Phone:
Address: 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)errmr it is venficati n that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
e5
Signature of Owner/A ent Date Signature of Contractor/Agent
los /� �z0d�,ln
P/fn'%OvNer/Agent's Name J Print Contractor/Agent's Name
Signature of
DEBBIE BLANTON
My CpORMrM�ISSIION # DD 188491
onally 1Cn'oA%61 W'e2& 2007
3y FL Nota y Discount Assoc. Co.
Date
Signature of Notary -State of Florida Date
Contractor/Agent is
Produced ID
Personally Known to Me or
APPLICATION APPROVED BY: Bldg: J/� ` Zoning: Utilities: FD:
(Initial & Date) (Initial & Date) (Initial & Date)
Special Conditions: bon ifi dJ e (\
Pc,rlu��, spa ey r-evived,
t,mtnal & uiratte�e)
.) O -4—,s AyPP�
M. 0
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,
ordinances, building co/des, and zoning regulations.
I, (,A// S C /i , do hereby state that I am qualified and capable of performing the
requested construction inv6lved 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.
Owner uilder Signature Date
n/' laS /�/ dl -,la ` - -.
Print Owner/Builder Name
UZI","'
Nott "ry fat�3� ff j ateMYCOMMISSION # DD 188491
EXPIRES: February 25, 2007
1 -800 -3 -NOTARY FL N111
fei'is--�-�ersonalf R�i6 tb.a or has
Produced ID
_tJ, ' ,I
CITY OF SANFORD BUILDING DIVISION
OWNERIBUILDER AFFIDAVIT
ELECTRICAL & FIRE ALARM SYSTEMS
An owner of property making application for permit, supervising, and doing the work in connection with
the construction, maintenance, repair, and alteration of and addition to a single-family or duplex residence
for his or her own use and occupancy and not intended for sale or an owner of property when acting as his
or her own electrical contractor and providing all material supervision himself or herself, when building
or improving a farm outbuilding or a single-family or duplex residence on such property for the
occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial
building with aggregate construction costs of under $25,000 on such property for the occupancy or use of
such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale
or lease, or offering for sale or lease, of more than one such stricture by the owner -builder within I year
after completion of same is prima facie evidence that the construction was undertaken for purposes of sale
or lease. This subsection does not exempt any person who is employed by such owner and who acts in
the capacity of a contractor. For the purpose of this subsection, the term "o -wrier of property" includes the
owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an
owner shall personally appear and sign the building permit application.
State law requires electrical contracting to be done by licensed electrical 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 electrical contractor even though you do not have a license. You may install electrical
wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in
a commercial building the aggregate construction costs of which are under $25,000. The home or
building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or
lease more than one building you have wired yourself within 1 year after the constriction is complete, the
law will presume that you built it for sale or lease, which is a violation of this exemption. You may not
hire an unlicensed person as your electrical contractor. Your construction shall be done according to
building codes and zoning regulations. 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.
I, � / �S �/' ,,'qQ uPP , do hereby state that I am qualified and capable of performing the
requested construction involvA with the permit application filed.
I will assume full responsibility as an Owrier/Bullder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
Signature of Notary—State of Florida Date
M..
` tic P P,,
Owners � rbc 11811"y nd�N NTPW1e or r1s
i
Produc d �P.& N # DD 188491
:E2� � .,,�, ,. - .
1-E00-3-NQTAHY FL Notyy Discount Assoc. Co.
Seminole County Property Appraiser Get Information by Parcel Number Page I of 1
'Ail CEL DET'AI
a..
DAVID JOHNSON, CFA, ASA
PROPERTY
APPRAISER
SEMINOLE COUNTY F1_
1101E. FIRST sT
SA N FO RD, FL 32771-1468
407-665-7508
V
f
2005 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 31-19-31-505-0000- Tax District: S1-SANFORD
0280
Number of Buildings: 1
Depreciated Bldg Value: $73,752
Owner: RODRIGUEZ Exemptions: 00
CARLOS M & HOMESTEAD
Depreciated EXFT Value: $0
Own/Addy: RODRIGUEZ YVELISSE
Land Value (Market): $11,000
Address: 1417 VALENCIA CT E
Land Value Ag: $0
City,State,ZipCode: SANFORD FL 32771
Just/Market Value: $84,752
Property Address: 1417 VALENCIA CT E SANFORD 32771
Assessed Value (SOH): $79,438
Subdivision Name: SAN LANTA 3RD SEC
Exempt Value: $25,000
Dor: 01 -SINGLE FAMILY
Taxable Value: $54,438
Tax Estimator
SALES
Deed Date Book Page Amount Vaclimp
SPECIAL WARRANTY DEED 03/1997 03210 1449 $61,000 Improved
SPECIAL WARRANTY DEED 07/1996 03171 0250 $100 Improved
2004 VALUE SUMMARY
CERTIFICATE OF TITLE 06/1996 03094 1118 $100 Improved
Tax Value(without SOH): $1,000
WARRANTY DEED 01/1990 02148 0786 $64,000 Improved
2004 Tax Bill Amount: $963
WARRANTY DEED 08/1989 02102 0130 $10,000 Vacant
Save Our Homes (SOH) Savings: $37
WARRANTY DEED 08/1986 01765 0512 $133,200 Vacant
2004 Taxable Value: $46,966
WARRANTY DEED 08/1986 01765 0511 $133,200 Vacant
DOES NOT INCLUDE NON -AD VALOREM
WARRANTY DEED 04/1986 01730 1452 $4,000 Vacant
ASSESSMENTS
WARRANTY DEED 02/1980 01266 0064 $5,000 Vacant
WARRANTY DEED 01/1976 01085 0261 $2,100 Vacant
Find Comparable Sales within this Subdivision
LAND
LEGAL DESCRIPTION PLAT
Land Assess Frontage Depth Land Unit Land
LEG LOT 28 SAN LANTA 3RD SEC PB 13 PG
Method Units Price Value
75
LOT 0 0 1.000 11,000.00 $11,000
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1989 6 1,100 1,580 1,100 CONIC BLOCK $73,752 $78,044
Appendage / Sgft GARAGE FINISHED/ 460
Appendage / Sgft OPEN PORCH FINISHED / 20
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 our next ear's property tax will be based on Just/Market value.
http://www.scpafl.org/pls/web/re_web. seminole_county_title?parcel=31193150500000280... 6/9/2005
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I MMr•EnrYK tMIE AND M.`q£CT TO 71-F BEST OF MY KNOWLECCE AM BELIEF
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RECORDED IN PLA r BOOK )S PAGE'(S) 7S
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CHAIN LINK FENCE P.O.B.POINT"OF BEGINNING "
CALCULATED P.O.C. = POINTOFCOMMENCEMENT BEARING STRUCTURE i3 BASED, UFTON THE LINE.
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740/744 SH & PVI% SERIES - MILE PER HOUR (MPH) MAXIMUM SIZE CHART
M All Transoms (1, 2, & 3-Lites) must be continuous frame.
"2 Transom units must be a minimum of 110 tali. The maximum transom height is one half the width of the transom.
Both Single Hung & Picture Windows can be used In combination up to the maximum sizes listed above.
Rev. 7-18-02
MAXIMUM
SIZES ALLOWED
SERIESITYPE
MPH ZONE(S)
REQUIRED MULUON
SINGLE UNIT
TWIN UNIT
TRIPLE UNIT
7401744 SH OR PW
UP TO 140 MPH
NIA
NIA
63-1/8" X 72-114"
NIA
N/A
FIN OR FLANGE FRAME
SNG GLZOR INS
7401744 S=ORP
To 130 MPH
VERTICALUP
MULL
P1:.: �`>N/A
68-1l8"X72-114"
63-118" X 72-114"
FIN F
#V43
SNG GL
7401744 SH OR PW
VERTICAL
63-118" X 63"
63-118" X 63"
UP TO 140 MPH
MULL
; . ;..::;, ;.:..
NIA
OR
OR
FIN FRAME
#V43w
<;�. , : ,
42" X 72-114"
42" X 72-114"
SN G GLZOR INS
7401744 SH OR PW
UP TO 130 MPH
VERTICAL
MULL
' {
NIA
63-118" X 72-114"
63-118" X 72-1/4"
FLANGE FRAME
#V83''
SNG GLZOR INS
7401744 SH OR PW
VERTICAL
�:.
63-118" X 63"
63-118" X 63"
FLANGE FRAME
UP To 140 MPH
MULL
....:�
;; •;: *.:, > <<
�'
N/A
OR
OR
SNO GLZOR INS
#V83
"' " "
42" X 72-114"
42" X 72-114"
7401744 SH OR PW
UP TO 120 MPH
HORIZONTAL
MILL
'`�""' '
NIA
63-112!'X 72-114"
32" X 72-114"
FIN OR FLANGE FRAME
SNG GLZOR INS
#H43IH83
7401744 SH OR PW
UP TO 140 MPH
HORIZONTAL
MULL
_"'%"`':?.
;,>>•_; .:
NIA
46" X 72-114"
30" X 72-114"
A
FIN OR FLANGE FRAME
a ;,.�..
WITRANSOM
WITRANSOM
SNG GLZOR INS
#H43/H83
740!744 SH OR PW
UP TO 120 MPH
SELF-
STACKING
`
63-118" X 72-114"
NIA
N/A
FIN FRAME
SILL
} $:
VWTRANSOM*
SNG GLZOR INS
-:' _'.
7401744 SH OR PW
FRAME
UP TO 140 MPH
SELF-
STACKING
�:w ;;
48" X 72-114k
NIA
NIA
FIN
SILL
' ;.
W/TRANSOM
SNG GLZOR INS
7401744 SH OR PW
UP TO 140 MPH
MULL #V83
(USED
" "
63-118" X 72-1/4"
NIA
NIA
FLANGE FRAME
HORIZONTALLY)
""''s
�':::;:::
WlTRANSOM *
SNG GLZOR INS
-
M All Transoms (1, 2, & 3-Lites) must be continuous frame.
"2 Transom units must be a minimum of 110 tali. The maximum transom height is one half the width of the transom.
Both Single Hung & Picture Windows can be used In combination up to the maximum sizes listed above.
Rev. 7-18-02
M
®RI
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 Flange
Title of Test
Results
Rating
H -R4 5 53 x 7")
Overall Design Pressure
45 psf
Operating Force
23 lbs 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 inade to Report No. 01-40351.06 for complete test specii;,en description and
data.
For ARCHITECTURAL TESTING, INC.
1Nlark A. Hess, Tectulician
MAH:baw
Ad
J,/ M.9)4' zmZ
Architectural Testing
AAMA/NWWDA 101/I.S.2-97 TEST REPORT
Rendered to:
MI HOME PRODUCTS, INC.
P.O. Box 370
Gratz, Pennsylvania 17030-0370
Report No:
Test Date:
And:
Report Date:
Expiration Date:
01-40351.06
10/22/01
10/23/01
03/20/02
10/23/05
Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Home Products, Inc.
to witness performance testing on a Series/Model 740/744/3740, aluminum single hung window
at MI Home Products, Inc.'s test facility in Elizabethville, Pennsylvania. The sample tested
successfully met the performance requirements for an H -R45 53 x 73 rating.
Test Specification: The test specimen was evaluated in accordance with AAMA/NWWDA
101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass
Doors.
Test Specimen Description:
Series/Mo de t: 740/744/3740
Type: Aluminum Single Hung Window With Flange
Overall Size: 4'4-7/8" wide by 6' 0-1/8" high
Active Sash Size: 4'2-3/4" wide by 2' 11-3/4" high
Fixed Daylight Opening Size: 4' 1-1/8" wide by 2' 9" high
Screen Size: 4' 1-7/8" wide by 2' 11-5/16" high
Finish: All aluminum was polished.
Glazing Details: The active sash and fixed lite were glazed with one sheet of 1/8" thick
clear, tempered glass. Each sash was charulel glazed using a flexible vinyl gasket.
130 Derry Court
York, PA 17402-9405
phone: 717.764.7700
fax: 717.764.4129
www,archtest.com
,2, f `2A q C A! Z ce 2
Architectural Testing
ikA-kIAiNW1A'l)A 101/I.S.2-97 `I'ES`I' WE'PORT
Rendered to
MI HOME PRODUCTS, INC.
P.O. Box 370
Gratz, Pennsylvania 17030-0370
Report No: 01-40351.05
Test Dates: 10/22/01
And: 10/23/01
Report Date: 03/20/02
Expiration Date: 10/23/05
Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Home Products, Inc.
to witness performance testing on a Series/Model 740/744/3740, aluminum single hung window
at MI Home Products, Inc.'s test facility in Elizabethville, Pennsylvania. The sample tested
successfully met the performance requirements for a H -R45 52 x 72 rating.
Test Specification: The test specimen was evaluated in accordance with AAMA/NWVrDA
101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass
Doors.
Test Specimen Description
Series/Model: 740/744/3740
Type: Aluminum Single Hung Window With Nail Fin
Overall Size: 4'4-1/8" wide by 5' -5/8" high
Active Sash Size: 4'2-3/4" wide by 2' 11-5/8" high
Fixed Daylight Opening Size: 4'1-1/8" wide by 2'9" high
Screen Size: 4' 1-7/8" wide by 2' 11-5/16" high
Finish: All aluminum was polished.
Glazing Details: The active sash and fixed lite were glazed with one sheet of 1/8" thick
clear tempered glass. Each sash was channel glazed using a flexible vinyl gasket.
130 Derry Court
York, PA 17402-9405
phone: 717.764.7700
fax: 717.764.4129 Z D M A R C iJ Z f6 2..
www.archtest.com
01-00351.05
Page 2 of 4
Test Specimen Description: (Continued)
Weatherstripping.
Descriptio Quantit Location
0.330" high by 0.187" Row Fixed meeting rail interlock
backed polypile
with center fin
0.170" high by 0.187" 1 Row Fixed lite, stiles and top rail
backed polypile
with center fin
3/8" diameter hollow 1 Row Bottom rail
bulb gasket
0.310" high by 0.187" 1 Row ' Active sash stiles
backed polypile
with center fin
0.150" high by 0.187" Row Active sash stiles
wide polypile
Frame Construction: All frame members were constructed of extruded aluminum with
coped, butted and sealed comers fastened with two screws each. Fixed meeting rail was
secured utilizing one screw in each end directly through exterior face into jamb. Silicone
was utilized around exterior meeting rail/jamb joinery.
Sash Construction: All sash members were constructed of extruded aluminum with coped
and butted corners fastened with one screw each.
Screen Construction: The screen frame was constructed from roll -formed aluminum
members with plastic keyed corners. The screening consisted of a fiberglass mesh and was
secured with a flexible vinyl spline.
Hardware
Description
Quantit
Location
Plastic tilt latch
2
One each end of the interior
Meeting rail
Metal sweep lock
2
13" from meeting rail ends
Balance assembly
2
One per jamb
Screen tension spring
2
One per end of screen stile
Tilt pin
2
One each end of bottom rail
e�7 - n" If".
Z6 NIA -PC h) 2OaZ
Test Specimen Description: (Continued)
Drainage: Sloped sill
Reinforcement: No reinforcement was utilized
01-40351.05
Page 3 of 4 .
Installation: The test specimen was installed into the #2 2 x 8 Spruce -Pine -Fir wood buck
with 1" galvanized roofing nails through the nail fin every 8" on center. Polyurethane was
used as a sealant under the nail fin and around the exterior perimeter.
Test Results:
The results are tabulated as follows:
Paragraph Title of Test - Test Method.. Results Allowed
2.2 .6.1 Operating Force 24 lbs 30 lbs max.
Air Infiltration (ASTM E 283)
@ 1.57 psf (25 mph) 0.10 cf n/ft2 0.30 cfm/ft2 max
Note #l: The tested specimen meets the performance levels specified in AAMA/NWWDA
101/1. S. 2-9 7far air infiltration.
Water Resistance (ASTM E 547-96)
(with and without screen)
WTP = 6.75 psf No leakage
No leakage
2.1.4. Uniform Load Deflection per ASTM E 330
(Measurements reported were taken on the meeting rail)
(Loads were held for 52 seconds)
@ 15.0 psf (positive) 0.86"*
0.29" max
@ 15.0 psf (negative) 0.81 "*
0.29" max
Note: * Exceeds L/175for deflection, but meets all other test requirements.
2. .4.2 Uniform Load Structural per ASTM E 330
(Measurements reported were taken on the meeting rail)
(Loads were held for 10 seconds)
@ 22.5 psf (positive) 0.01"
0.20" max.
@ 22.5 psf (negative) <0.01"
0.20" max.
2.2.1.6.2 Deglazing Test per ASTM E 987
In operating direction at 70 lbs
Top rail 0.06"/12%
0.50"/100%
Bottom rail 0.06"/12%
0.50"/100%
In remaining direction at 50 lbs
Left stile 0.03"/6%
0.50"/100%
Right stile 0.03"/6%
0.5,)"/100%
(�?� %l,
2 y /MA4chi 2 o02_
Test Results: (Continued)
01-40351.05
Page 4 of 4
Parajraph Title of Test - Test Method Results
Allowed
Forced Entry Resistance per 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
Optional Performance
Uniform Load Deflection per ASTM E 330
(Measurements reported were taken on the meting rail)
(Loads were held for 52 seconds)
@ 45.0 psf (positive) 0.91 "*
0.29" max
@ 45.0 psf (negative) 0.97"*
0.29" max
* Exceeds L/175 for deflection, but meets all other test requirements.
Uniform Load Structural per ASTM E 330
(Measurements reported were taken on the meeting rail)
(Loads held for 10 seconds)
@ 67.5 psf (positive) 0.14"
0.20" max.
@ 67,5 psf (negative) 0.19"
0.20" max.
@ 70.8 psf (negative) 0.20"
0.20" 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.
For ARCHITECTURAL. TESTING, INC
Mark A. Hess Allen N. Reeves, P.E.
Technician Director - Engineering Service
ors,q.4ck ZaoL
MAH�baw
01-403 51.05
Test Specimen Description: (Continued)
Weatherstripping:
01-40351.06
Page 2 of 4
Description Quantity
Location
0.330" high by 0.187" 1 Row
Fixed meeting rail interlock
backed polypile
with center fin
0.170" high by 0.187" 1 Row
Fixed lite, stiles and top rail
backed polypile
with center fin
3/8" diameter hollow 1 Row
Bottom rail
bulb gasket
0.310" high by 0.187" 1 Row
Active sash stiles
backed polypile
with center fin
0.150" high by 0.187" 1 Row
Active sash stiles
wide polypile
Frame Construction: All frame members were constructed of extruded aluminum with
coped, butted and sealed corners fastened with two screws each. Fixed meeting rail was
secured utilizing one screw in each end directly
through exterior face into jamb. Silicone
was utilized around exterior meeting rail/jamb joinery.
Sash Construction: All sash members were constricted
of extruded aluminum with coped
and butted corners fastened with one screw each.
Screen Construction: The screen frame was
constructed from roll fonned aluminum
members with plastic keyed corners. The screening consisted of a fiberglass mesh and was
secured with a flexible vinyl spline.
Hardware:
Description Quantit
Location
Plastic tilt latch 2
One each end of the interior
meeting rail
Metal sweep lock 2
13" from meeting rail ends
Balance assembly 2
One per jamb
Screen tension spring ?
One per end of screen stili.
Tilt pin 2
One each end of bottom Lai:
'� i �►-4 4 1� y 2 0'a i-
i
® 01-40351.06
Page 3 of 4
Test Specimen Description:
Drainage: Sloped sill
Reinforcement: No reinforcement was utilized.
Installation: The test buck was fabricated from 2 x 8 #2 Spruce -Pine -Fir. The unit was
secured utilizing three 1-5/8" drywall screws through the jamb track, 5" from sill, 1-3/4"
below meeting rail and V from head. The head utilized drywall screws 3-1/2" from jambs
and midspan. Exterior perimeter was sealed with silicone.
Test Results:
The results are tabulated as follows:
Paragraph Title of Test - Test Method Results Allowed
2.2.1.6.1 Operating Force 23 lbs 30 lbs max.
2.1.2 Air Infiltration per ASTM E 283 (See Note #1)
@ 1.57 psf (25 mph) 0.10 cfm/ft2 0.30 cfrn/ft2 max.
Note #1: The- tested specimen meets (or exceeds) the performance levels specified in
AAMAINWWDA 101/LS. 2-97 for air infiltration.
2.1.3 Water Resistance per ASTM E 547-96
(with and without screen)
WTP = 2.86 psf See Note #2 No leakage
Note #2: The client opted to start at a pressure higher than the minimum required. Those
results are listed under "Optional Performance".
2.1.4.2 Uniform Load Structural per ASTM E 330-97
(Measurements were taken on the meeting rail)
@ 22.5 psf (positive) 0.20" max.
@ 22.5 psf (negative) See Note #2 0.20" max.
2.2.1.6.2 Deglazing Test per ASTM E 987
In operating direction at 70 lbs
Top rail
Bottom rail
In remaining direction at 50 lbs
Left stile
Right stile
0.06"/12%
0.06"/12%
0.03"/6°%
0.03"/6%
.2 4 N),QACAa 2GoZ
0.50"/100%
0-5011/100%
0.50",'100%
0.50"/1.00%
Test Results: (Continued)
01-403 51.06
Page 4 of 4
ParaZraph Title of Test - Test Method
Results
Allowed
2.1 .8 Forced Entry Resistance per 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
Look Manipulation Test
No entry
No entry
Optional Perfonnance
4.3 Water Resistance per ASTM E 547-96
(with and without screen)
WTP = 6.75 psf No leakage No leakage
4.4.1 Uniform Load Deflection per ASTM E 330-97
(Measurements were taken on the meeting rail)
(Loads held for 52 seconds)
45.0 psf (positive) 0.95* 0.29" max.
45.0 psf (negative) 0.79* 0.29" max.
* Exceeds L/175 for deflection, but meets all other test requirements
4.42 Uniform Load Structural per ASTM E 330-97
(Measurements were taken on the meeting rail)
(Loads held for 10 seconds)
67.5 psf (positive) 0.14" 0.20" max.
(@. 67.5 psf (negative) 0.16' 0.20" max.
44.2 @. 70.8 psf (negative) 0.19' 0.20" 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 compiiance with the performance requiremetits of the;
above referenced specification. This report does not constitute certification of this product wbic -.
may only be granted by the certification program administrator.
o Al2CIIITE ' UR_ + ESTINI INC.
Nlark A. Hess
TechPi.cian
�.A,1H-6av;
-'0 .Ou
Alen N. Reeves, P.E.
Director— Engineering
.2 i A4AX c* Z cb ,-