HomeMy WebLinkAbout1308 W 8 Stf CITY OF SANFORD PERMIT APPLICATION
Date: _� 9,10 72
i �-0_�1�.� � S T , 5 AA Co rel ��-
ddress: _ --
iption of Work-. Ona LS ^W 1iNkd6/C 1 Square F06tige- _
• d_Jy
•ic District: Zoning: Value of \York: 5 9'6_0
it Type: Building V Electrical Mechanical — Plumbing Fire Sprinkler/Alarm Pool _
•ical: New Service - # of AMPS — Addition/Alteration Change of Service Temporary Pole —
anical: Residential Non -Residential __ Replacement New (Duct Layout & Energy Calc. Required)
ging/ New Commercial: # of Fixtures _ q of Water & Sewer Lines—__ # of Gas Lines --- ____
)ing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial _
'Taney Type: Residential K Commercial ___ Industrial
ruction Type: i # of Stories: _ k of Dwelling Units: _ Flood Zone: (FEMA form required
-s Name & Address: _ DAT-1p,A-VA A. H A P
o-1 a1,"" AT C• T t. 't -Mme 4
tctor Name & Address:
Phone __4
_ State License Number:
& Fa z: D7 -� g- i%ntaet Person: .%A4 - t _ Phone:
Company: - —-- —— --- -
ss:
age Lender:
ect/Engineer:
Perone.
ss: — ----- Faz: ----------
ation is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the
x 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
must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
DNDITIONERS, etc.
-.R'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
fiction and zoning. WARNING TO OWNER: YOUR FAILURE- TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN
RNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
;E: in addition to die requirements of this permit, there may be additional restrictions applicable to this property that maybe found inthe public tewrds of
unty, and these may be additional permits required (iom other govermocntal entities such as water management districts, state agencies, or federal agencies.
ance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 11.
1-1/6117 .__W2 7
Signature of Own"/Agent Date Signatur of Contractor/Agent D to
, 114-1-4► At ,- —1A
111111111///�X
Print Owner/Agent's Name Print C tractor/Agent's Name \� \ T E.S�
6
Signature of NotaryState of Florida Date Sign ure of Notary -State of F1oddi
7� • C' • y
v• ;�#DD507298 0 •ate\
��y�� `o. eO�aedP
OwnedAgent is _ Personally Known to Me or Contractor/Agent is _ Personally Khiowli `v7"` 'Y • �s�rarce 'd° ;s • \�
_ Produeod ID Produced (D // A • ' �C \
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)VALS: ZONING:
I Conditions:
1/2006
UTIL: rD:
ENG:
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mis INSTRUMENT PREPAREDBYe
::,< , I� `TICE OF
Permit No. NAME
State of FIORIP R.
h A
County of Se
MARYANNE MUKtSh t ULtm ut- "Ruw i i c.catm �
SEMINOLE COUNTY
549 Pg 1891; t 1 FR }
RECCRDINB FEES 10-W
RECORDED BY t holden
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.
1. Description of property: (legal description of the property and street address if available) 5 ,%J, :S1 ar w k� ldk
We,� q1- ��se�t , SAn�o-PA r -L 3,27-i 1 i4'
2. General description of improvement: C o l,Lfil
YARfE
3. Owner informationticnr\ u
a. Name and address e- ci SEMINOLE
1I -I-
o I, f L Aa BY 1-
b. Interest in property DEF
c. Name and address of fee simple titleholder (if other than Owner) i
4. Contractor
a. Namand address R �{ C o i1 A r u d i o A
N. Rox (-is Sin F0 -A c 3�� �1
b. Phone number igo 0 - -% 1 0 Fax number o -7 - <3 ' - x o
Surety
a. Name and address
b. Phone number _
c. Amount of bond _
b. Lender
a. Name and address
7
Fax number
IDA
b. Phone number Fax number
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes:
a. Name and address
b. Phone number
8. In addition to himself or herself, Owner designates
E
Fax number
of
to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b), Florida Statutes.
a. Phone number Fax number
Expiration date of notice of commencement (the expiration date is 1 year from the date of recofdingpnle ss a different
date is specified)
r,
rL'T
` Signatuie off' Owner
yin to (or affirmed) and subscribed before me this day of (L, , 20 OZ , by
Personally Known OR Produced Identification
Type of Identification Produced OL- -0
Signature of Nota6 Public, State of Florida
Commission Expires:
:XPIRt.-,
HILLERY
=" •= MY COMMISSION #
4. DD 426702
I • ; •5; EXPIRES: May 8, ?009
•P,,...• Bonded Thru Nota 4' P uWic Underwriters
AL
Architectural Testing
AA-NIA/NM!WDA 101/1.S.2-97
TEST REPORT
Rendered to:
PELLA WINDOWS AND DOORS
SERIES/MODEL: 10
TYPE: PVC Single Hung Window
11 Cnmmary of Recrnitc
Title Specimen #1
Specimen #2
Specimen #3
AAMA Rating H -R15 48 x 72
H -R50* 35 x 54
H -R4014 35 x 72
Operating Force 271b max.
N/A
N/A
Air Infiltration 0.12 din/ft'
N/A
N/A
Water Resistance Test Pressure 9.0 Psf
N/A
N/A
Unifonn Load Deflection Test Pressure ±15.0 psf
=50.0 sf
=40.0 psf
Uniform Structural Load Test Pressure =22.5 psf
=75.0 psf
=60.0 psf
Forced Entity Resistance Grade 10
N/A
N/A
Cnmmary of Results II
Title
Specimen #4
Specimen #5
AAMA Rating
H -R50* 48 x 54
H -R50* 48 x 54
Operating Force
N/A
N/A
Air Infiltration
N/A
0.1.4 cfin/f L'
Water Resistance Test Pressure
I N/A
7.50 psf
Uniform Load Deflection Test Pressure
±50.0 psf
±50.0 psf
Uniform Structural Load Test Pressure
=75.0 psf
=75.0 sf
Forced En , Resistance
N/A
N/A
Reference should be made to ATI Report No. 01-44887.04 for complete test specimen description
and data.
130 Derry Court
York, PA 17402-9405
phone: 717.764.7700
fax: 717.764.4129
www.archtest.com
r
AAMA/N\A'1'IDA 101/I.S.2-97 TEST REPORT
Rendered to:
PELLA WINDOWS AND DOORS
2000 Proline Place
Gettysburg, Pennsylvania 17325
Report No: 01-44887.04
Test Dates:
04/10./03
Through:
04/19/0'
And:
10/23/03
Report Date:
12/01/03
Expiration Date:
04/18/07
Project Summary: Architectural Testing, Inc. (ATI) was contracted by Pella Windows and Doors to
perform tests on five Series/Model 10, PVC single hung windows. The samples tested successfully met
the performance requirements for the following ratings: Test Specimen #1:
H -R15 48 x 72; Test Specimen #2: H -R50* 35 x 54; Test Specimen #3: H -R40* 35 x 72;
Test Specimen #4: H -R50* 48 x 54; and Test Specimen #5: H -R50* 48 x 54.
General Note: An asterisk (*) next to the ped fonnanCe grade indicates that the size tested.for
optional performance was smaller than th.e Gateivay test size, for the product t ;pe and class.
Test Specification: The test specimens were evaluated in accordance with AAMA/NWWDA
101/I.S.2-97, Voluntary Specificationsfol- Aluminum, Vinyl (PVC) and Rood Windows and Glass
Doors.
Test Specimen Description:
Series/Model: 10
Tj,pe: PVC Single Hung Window
Test Specimen #.1: H -R15 48 x 72
Overall Size: 4' 0" wide by 6' 0" high
Sash Size: 3' 10" wide by 2' 11-1/16"hub
Screen Size: 3' 10"wide by 2' 10-3/8" high
Reinforcement: Galvanized steel reinforcing (Drav,ing #10-48) was utilized in the active
meeting sail.
l� t
Test Specimen Description: (Continued)
Test Specimen #2: H -R50* 35 x 54
Overall Size:2' 11-1/2')vide b 4' 155-1/2"hi
Sash Size: 2'9-3/8" wide by 2'2" Egli
01-44987.04
Pa -Ce 2of9
Reinforcement: Galvanized steel reinforcing (Drawing #10-48) was utilized ill the active
meeting rail.
Test Specimen #3: H -R40* 35 x 72 .3 L, ----P
Overall Size: 2' 11-1 /2"wide by 6' 0" high
Sash Size: 2' 9-1/2" wide by 2' 11-7/16" high
Reinforcement: Galvanized steel reinforcing (Drawing #10-48) was utilized in the active
meeting rail and stiles.
Test Specimen #4: H -R50* 48 x 54
Overall Size: 4'0" wide by 4'5-1/2" high
Sash Size: 3' 10" wide by 2'2-1/4" high
Reinforcement: Pultruded fiberglass reinforcing (Drawing #10-46) was utilized in t_he. fixed
meeting rail. Galvanized steel (Drawing #10-48) was utilized in the active meeting rail.
Test Specimen #5: H -R50* 48 x 54
Overall Size: 4' 0" wide by 4'5-1/2" high
Sash Size: 3' 10" wide by 2'2-1/4" high
Reinforcement: Galvanized steel was utilized in the active meeting rail (Drawing
#10-48). Galvanized steel reinforcement was utilized in the fixed meeting rail (Drawing #10-
46, Revised 9/5/03).
Test Specimen Description: (Continued)
The following descriptions apply to all specimens.
Finish All PVC was white
0ia4ss7.a
Page 3 of 9
Glazing Details: All glass was comprised of 11/16" thick sealed insulating glass fabricated using
two sheets of 3/32" clear annealed glass with an InterceptTM spacer system. All glass was exterior
glazed against dual -sided adhesive foam.tape and secured with PVC glazing beads.
Weatherstripping:
Descriptio Quanti Location
0.187" backed by 0.250" 1 Row Bottom rail; fixed and active
high polypile with fin meeting rail
0.187" backed by 0.250" 2 Rows Stiles
high polypile with fin
0.187" backed by 0.190" 1 Row Exterior of bottom rail
high polypile with fin
Frame Construction: All frame members were constructed of extruded PVC. All corners were
mitered and welded. The fixed meeting rail was secured with two #6 by 1-5/8" screws per end
through each jamb.
Sash Construction: All sash members were constructed of extruded PVC. All corners were
mitered and welded.
Screen Construction: The screen was constructed of roll -foamed aluminum with plastic comer
keys. The fiberglass mesh was secured utilizing a flexible vinyl spline.
Hardware:
Descri-Ptio Quanti Location
Block and taclde balance 2 One each jamb
Metal cam lock with 1 Midspan of meeting rail
adjacent keeper
Plastic flush mounted 2 Ends of active meeting rail
tilt latches
Metal tilt pin 2 Ends of bottom rail
01-44887.04
Page4of9
Test Specimen Description: (Continued)
Drainage:
Descriptio Quantity
Location
3/8" long by 1/8" wide 2
3-1/2" from ends of bottom rail
1" long by 1/4" wide 2
2 from each end of sill draining the
interior channel to the hollow below
1-1/2" long by 1/4" high 2
1-1/2" from ends of sill draining the
interior hollow to the center hollow
I" long by 1/4" higli 2
1-1 /2" from ends of sill draining the
center hollow to the exterior hollow
1/2" long by 1/4" high 2
1-1/2" from ends of the exterior wall
draining the exterior hollow
Installation: Each window was installed into a #2 Spruce -Pine. -Fir wood test buck. The integral
nail flange was set against a bed of silicone and secured
with #6 by 1-3/8" screws with 1/4" fender
washers located 5" from each end and 8" on center.
Test Results:
The results are tabulated as follows:
ParaQxaph Title of Test - Test Method
Results Allowed
Test Specimen #1: H -R15 48 x 72
2.2.1.6.1 Operating Force
27 lbs max. 30 lbs max
2.1.2 Air Infiltration (ASTM E 283-99)
@ 1.57 psf (25 mph)
0.12 cfin/fl' 0.3 cfn>/ft` max
Note #1: The tested specimen meets the performance levels specified in AAMAINWWDA
101/I.S.2-97. for air infiltration.
2.1.3 Water Resistance. (ASTM E 547-00)
(with and without screen)
WTP = 2.86 psf
No leakage No leakage
0I-44887.04
Page 5 of 9
Test Results: (Continued)
ParaTitle of Test - Test Method Results Allowed
Test Specimen #1: H -R15 48 x 72 (Continued)
2.1.4.1 Uniform Load Deflection (ASTM E 330-97)
(Deflections reported were taken on the fixed meeting rail)
(Loads were held for 52 seconds)
15.0 psf (positive) 0.52" See Note #2
15.0 psf (negative) 0.58" See Note #2
2.1.4.1 Uniform Load Deflection (ASTM E 330-97)
(Deflections reported were taken on the sash stile)
(Loads were held for 52 seconds)
15.0 psf (positive) 0.40" See Note #2
15.0 psf (negative) 0.11" See Note #2
Note #2: The Ullif07777 Load Deflection test is not an AAM.A/NTYWDA 101/LS.2-97
re�uirensent for this product designation. The data is repos ted for information. 0?2
2.1.4.2 Uniform Load Structural (ASTM E 330-97)
(Pemlanent sets reported were taken on the fixed meeting rail)
(Loads were held for 10 seconds)
22.5 psf (positive) 0.09" 0.18" max.
22.5 psf (negative) 0.10" 0.18" max.
2.1.4.2 Uniform Load Structural (ASTM E 330-97)
(Pennanent sets reported were taken on the sash stile)
(Loads were held for 10 seconds)
22.5 psf (positive) 0.02" 0.13" max.
22.5 psf (negative) 0.01" 0.13" max.
2.2.1.6.2 Deglazing Test (ASTM E 987-88)
In operating direction at 701bs
Top rail 0.14"/28%
Bottom rail 0.12"/24%
0.50"/100%
0.50"/100%
In remaining direction at 50 lbs
Left stile 0.08"/16% 0.50"/100%
Right stile 0.09"/18% 0.50"/100%
01-44887.04
Page 6 of 9
Test Results: (Continued)
ParaoTaph Title of Test - Test Method Results
Allowed
Test Specimen #1: 'H -R15 48 x 72 (Continued)
2.1.7 Welded Corner Test Meets as stated
Meets as stated
2.1.8 Forced Entry Resistance (ASTM F 588-97)
Type: A
Grade: 10
Lock Manipulation Test No entry
No entry
Test Al through A5 No entry
No entry
Test A7 No entry
No entry
Locl- Manipulation Test No entry
No entry
Optional Performance
4.3 Water Resistance (ASTM E 547-00)
(with and without screen)
WTP = 9.0 psf No leakage
No leakage
Test Specimen #2: H -R50* 35 x 54
Optional Performance
4.4.1 Uniform Load Deflection (ASTM E 330-97)
(Deflections reported were taken on the fixed meeting rail)
(Loads were held for 52 seconds)
50.0 psf (positive) 0.47"
See Note #2
50.0 psf (negative) 0.45"
See Note #2
4.4.1 Uniform Load Deflection (ASTM E 330-97)
(Deflections reported were taken on the sash stile)
(Loads were held for 52 seconds)
50.0 psf (positive) 0.29"
See Note #2
50.0 psf (negative) 0.06"
See Note #2
Test Results: (Continued)
Paraou Title of Test - Test Method Results
Test Specimen #2: H -R50* 35 x 54 (Continued)
Optional. Perfonnance
4.4.2 Uniform Load Structural (ASTM E 330-97)
(Permanent sets reported were taken on the fixed meeting rail)
(Loads were held for 10 seconds)
75.0 psf (positive) 0.0.9"
75.0 psf (negative) 0.10"
4.4.2 Uniform Load Structural (ASTM E 330-97)
(Permanent sets reported were taken on the sash stile)
(Loads were held for 10 seconds)
@ 75.0 psf (positive) 0.02"
cu 75.0 psf (negative) <0.01"
Test Specimen #3; H -R40* 35 x 72
Optional Performance
01-44887.04
Page 7 of 9
Allowed
0.14" max -
0. 14 "
ax.0.14" max..
0.10" max.
0.10" max.
4.4.1 Unifonn Load Deflection (ASTM E 330-97)
(Deflections reported were taken on the fixed meeting rail)
(Loads were held for 52 seconds)
40.0 psf (positive) 0.46" See Note #2
40.0 psf (negative) 0.54" See Note #2
4.4.1 Uniform Load Deflection (ASTM E 330-97)
(Deflections reported were taken on the sash stile)
(Loads were held for 52 seconds)
40.0 psf (positive) 0.43" See Note #2
40.0 psf (negative) 0.09" See Note #2
4.4.2 Uniform Load Structural (ASTM E 330-97)
(Permanent sets reported were taken on the fixed meethig rail)
(Loads were held for 10 seconds)
60.0 psf (positive) 0.05" 0.13" max.
60.0 psf (negative) 0.09" 0.13" max.
01-44887.04
Page 8 of 9
Test Results: (Continued)
Parazraph Title of Test - Test Method Results Allowed
Test Specimen 43: H -R40* 35 x 72 (Continued)
Optional Performance
4.4.2 Unifoml Load Structural (ASTM E 330-97)
(Pernianent sets reported were taken on the sash stile)
(Loads were held for 10 seconds)
60.0 psf (positive) 0.02" 0.14" max.
60.0 psf (negative) <0.01 " 0.14" max.
Test Specimen #4: H -R50* 48 x 54
Optional Perfonnance
4.4.1 Uniform Load Deflection (ASTM E' 30-97)
(Deflections reported were taken on the fixed meeting rail)
(Loads were held for 52 seconds)
50.0 psf (positive) 0.99"
See Note #2
50.0 psf (negative) 1.07"
See Note #2
4.4.1 Unifom7 Load Deflection (ASTM E 330-97)
(Deflections reported were taken on the sash stile)
(Loads were held for 52 seconds)
50.0 psf (positive) 0.42"
See Note #2
50.0 psf (negative) 0.06"
See Note #2
4.4.2 Uniform Load Structural (ASTM E 330-97)
(Permanent sets reported were taken on the fixed meeting rail)
(Loads were held for 10 seconds)
75.0 psf (positive) 0.13"
0.18" max.
75.0 psf (negative) 0.12"
0.18" max.
4.4.2 Uniform Load Structural (ASTM E 330-97)
(Permanent sets reported were taken on the sash stile)
(Loads were held for 10 seconds)
75.0 psf (positive) 0.04" 0.11" J-11ax.
75.0 psf (negative) <0.01 " 0.11 " max.
01-44887.04
Paae 9 of 9
Test Results: (Continued)
Paragraph Title of Test - Test Method Results Allowed
Test Specimen #5: H -R50* 48 x 54
Optional Performance
4.3 Water Resistance (ASTM E 547-00)
(with and without screen)
W`TP = 7.50 psf No leakage No leakage
4.4.1 Uniform Load Deflection (ASTM E 330-97)
(Deflections reported were taken on the fixed meeting rail)
(Loads were held for 52 seconds)
50.0 psf (positive) 0.72" See Note #2
50.0 psf (negative) 0.73" See Note #2
4.4.2 Uniform Load Structural (ASTM E 330-97)
(Permanent sets reported were taken on the fixed meeting rail)
(Loads were held for 10 seconds)
- 75.0 psf (positive) 0.04" 0.18" max.
75.0 psf (negative) <0.04" 0.18" may-
Detailed
ax
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 perfonnance 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:
Digitally Signed by: Eric Westphal
Eiic Westphal
Technician
EW:nlb
01-44897.04
42
Dignally Signed by:'StavenMU ich
Steven M. Uri ch, P.&-'
Senior Project"grneeii
44
j x �
k+4 u
`T ra
01-46488.02
Test Specimen Description: (Continued)
Test Specimen #2: H -R50* 42 x 72
Overall Size: 3' 6"wide by 6' 0" high
Active Sash Size: 3' 4"wideby 2' 11-3/8"high
Fixed Daylight Opening Size: 'D'2-15/16" wide by 2'9-13/16" high
Screen Size: 3' 4-1/8" wide by 2' 10-5/8" high
Glazing Type: 3/32" clear annealed (active sash and fixed lite)
The following descriptions apply to all specimens.
Finish All vinyl was white.
Glazing Details: The active sash utilized 3/4" thick sealed insulating glass fabricated from two
sheets of 3/32" clear annealed glass and an InterceptTM spacer system. The sash was interior
glazed against dual sided adhesive foam tape and secured with vinyl snap -in glazing beads. The
fixed lite utilized 3/4" thick sealed insulating glass fabricated from two sheets of 1/8" clear annealed
glass and InterceptTM spacer system. The fixed lite was exterior glazed against dual sided
adhesive foam tape and secured with vinyl snap -in glazing beads.
Weatherstripping:
Descripti
Quanti
Location
0.187" backed by 0.250" high
1 Row
Interior vertical sill leg and
polypile with center fin
bottom rail
0.187" backed by 0.230" high
1 Row
Interior meeting rail
polypile with center fin
0.187" backed by 0250" high
2 Rows
Stiles
polypile with center fin
0.187" backed by 0.190" high
1 Row
Bottom rail
polypile with center fin
01-46488.02
r,
Test Specimen Description: (Continued)
Frame Construction: All frame members were constructed of extruded vinyl. All frame comers
were mitered and welded. The ends of the interior and center vertical sill legs were sealed with
silicone. The fixed meeting rail was secured to the jambs with two #6 x 1-5/8" flat head stainless
steel screws per end and the ends were sealed with silicone.
Sash Construction: All sash members were constructed of extruded vinyl. All sash comers were
mitered and welded.
Screen Construction: All screen members were constructed of roll-fomaed alumuium. All
comers were keyed. The screen mesh was secured with a flexible vinyl spline. A horizontal
member was utilized at the midspan of the screen stiles.
Hardware:
Description
uanti J
Location
Metal cam lock
1
Midspan of interior meeting rail
Metal keeper
1
Midspan of fixed meeting rail
Plastic tilt latch
2
Ends of interior meeting rail
Metal pivot bar
2
Ends of bottom rail
Block and tackle balance system
2
One per jamb
Spring loaded latch pin
2
6" from bottom of each screen stile
Drainage:
Description
Quantity
Location
3/8" wide by 1/8"
2
3-9/16" from ends of bottom rail
high weepslot
11/16" wide by 3/16"
2
Ends of sill screen track
high weepslot
3/4" wide by 1/8"
2
1-1/2" from ends of interior
high weepslot
sash track
1/2" wide by 1/8"
2
1-9/16" from ends of sill face
high weepslot
13/16" wide by 3/16"
2
Ends of vertical leg of interior
high weepslot
sill hollow
13/16" wide by 3/16"
2
Ends of vertical leg of exterior
high weepslot
sill hollow
.J
01-46488.02
—meg
Test Specimen Description: (Continued)
Reinforcement: The fixed meeting rail, interior meeting rail and stiles utilized custom steel
reinforcement.
Installation: The window was installed into a Spruce -Pine -Fir 42 wood buck. The window was
fastened with #8 x 1-1/2" flat head wood screws with 1/4" metal fender washers. Seven fasteners
and washers were utilized per head and sill 4" from ends and 8" on center. Thirteen fasteners were
utilized per jamb 4" from ends and 8" on center except at the midspan where one fastener and
washer was fastened 4" on center. The flange was bedded in silicone.
Test Results:
The results are tabixlated as follows:
Para eraph Title of Test - Test Method Results Allowed
Test Specimen #1: Gateway Performance Specimen H -R30 48 x 96
2.2.1.6.1 Operating Force 30 Is 30 Is max.
2.1.2 Air Infiltration (ASTM E 283- 91)
@ 1.57 psf (25 mph) 0.06 cfm/$z 0.3 cfrn/ max
Note #1: The tested specimen meets the performance levels specked in
-" ANSI/AAM4/N7T,'DA 101/LS. 2-97for air infiltration.
2.1.3 Water Resistance (ASTM E 547) See Note #2
(with and without screen)
Note #2: The client opted to start at a pressure higher than the minimum required. Those
results are listed under "Optional Peiformzance".
2.1.4.1 Uniform Load Deflection (ASTM E 330-97)
(Deflections reported were taken on the meeting rail)
@ 15.0 psf (positive) 0.23" See Note #3
@ 15.0 psf (negative) 0.21" See Note #3
Note #3: The Uniform Load Deflection test is not an ANSI/AAMAINi�T,DA 101/LS.2-97
requirement for this product designation. The data is recorded in this report for information
only.
2.1.4.2 Uniform Load Structural (ASTM E 330-97)
(Permanent Sets reported were taken on the meeting rail)
@ 22.5 psf (positive) 0.01" 0.19" max.
@ 22.5 psf (negative) 0.04" 0.19" max.
01-46498.02
Test Results: (Continued)
Paragraph Title of Test - Test Method
Results
Allowed
Test Specimen #1: (Continued)
WTP = 7.50 psf No leakage
No leakage
2.2.1.6.2 Deglazing Test (ASTM E 987-88)
(Deflections reported were taken on the meeting rail)
in operating direction at 70 lbs
@ 30.0 psf (positive) 0.45"
See Note #2
Mee�g rail
0.20"/40.0%
0.50"/100%
Bottom rail
0.23"/46.0%
0.50"/100%
L -i remaining direction at 50 lbs
0.19" max.
@ 45.0 psf (negative) 0.12"
Left stile
0.23"/46.0%
0.50"/100%
Right stile
0.1011/20.0%
0.50"/100%
2.1.7 Welded Corner Test
Meets as stated
Meets as stated
2.1.8 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
Ontional Performance
4.3 Water Resistance (ASTM E 547-00)
(with and without screen)
WTP = 7.50 psf No leakage
No leakage
4.4.1 Uniform Load Deflection (ASTM E 330-97)
(Deflections reported were taken on the meeting rail)
@ 30.0 psf (positive) 0.45"
See Note #2
@ 30.0 psf (negative) 0.68"
See Note #2
4.4.2 Uniform Load Structural (ASTM E 330-97)
(Permanent Sets reported were taken on the meeting rail)
@ 45.0 psf (positive) 0.14"
0.19" max.
@ 45.0 psf (negative) 0.12"
0.19" max.
01-46488.02
Nee 6 of 6
Test Results: (Continued)
Paragraph Title of Test - Test Method Results
Allowed
Test Specimen 42: H -R50 42 x 72
Optional Performance
4.4.1 Uniform Load Deflection (ASTM E 330-97)
(Deflections reported were taken on the meeting rail)
@ 50.0 psf (positive) 0.41"
See Note #2
@ 50.0 psf (negative) 0.52"
See Note #2
4.4.2 Uniform Load Structural (ASTM E 330-97)
(Permanent Sets reported were taken on the meeting rail)
@ 75.0 psf (positive) 0.03"
0.16" max.
@ 75.0 psf (negative) 0.10"
0.16" 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 ARCHITEC'T'URAL TESTING, INC:
c� ak� yt'6--�
Digitally Signed by: Jay Fader
Jay Leader
Technician
JL:baw
01116488.02
'2
Digitally Signed by: Steven M. Urich
Steven M. Urich, P.E.
Senior Project Engineer
DOCUMENT CONTROL ADDENDUM #01-46488.00
Current Issue Date: 10/20/03
Report No.: 01-46488.01
Requested by: Aaron Hancock Pella Windows and Doors
Purpose: ANSI/AANLA./NMNJDA 101/I.S.2-97 testing of Series/Model 10, vinyl single
hung window.
Issued Date: 09/02/03
Comments:
Report No.: 0146488.02
Requested by: Aaron Hancock, Pella Windows and Doors
Purpose: Added Florida P.E. Seal to report.
Issued Date: 10/20/03
Comments: Florida P.E. seal required on report.
1 ROUGH OPENING PREPARATION I2 SETTING AND FASTENING THE WINDOW
A. Check for plumb, level, and square. TWO OR MORE PEOPLE MA YBE REQUIRED FOR THE FOLLOWING STEPS.
Note: Fie any problems with the opening prior to proceeding. A. From the exterior, place the window into the opening. Hold the window to the top
of the opening to minimUe smearing the sealant beads at the sill. Center the window in
B. Calculate the rough opening and/or window size based on the wood frame. The rough opening should be 3/8" the opening.
± 1/8" larger in width and 1/4" to 3/8" larger in height than the window frame.
Note: FIs any problems tvith fhe rough opening before proceeding.
C. Remove the packaging from the window.
Note: Check product for any cracks or penetration in the frame. DO NOT install damaged units.
TWO OR MORE PEOPLE AMy BE REQUIRED FOR THE FOLLOWING STEPS.
D.Test ft the window in the opening. Use shims between the window jantbs and the sides of the rough opening to
temporarily hold the wlndow In the opening.
E. Remove the window from lite opening.
F Place two 3/8" beads of sealant on the precast sill. Place the first bead 1-1/2" from the exterior edge of the sill. Place
the second bead 1/2" from lire exterior edge of the sill.
C. Place a continuous 3/8" bead of sealant on the exterior edges of the 1 x 4 treated lumber and the edge of the
precast sill.
B. Plumb and square the window in the opening. While the exterior flange is being
pressed tightly to the opening, stat ting at the top of each Jamb, insert shims between
the window jambs and the I x 4 at the Jambs at each pre -drilled installation hole, making
sure the window is plumb and square. If shims are needed at thesill to level the window,
shim at the comer of the w•induw, then place additional shims not more than 18" apart
on center.
Note: There should he no mon than 114"clearance between the window
jamb and opening at any point along the sides of the window and no more
than 1/9" clearance bettreen the sill and the bottom ofthe opening.
C. Insert shims at the head of the window between the frame and the opening at
each pre -drilled installation hole, while the exterior flange is being pressed tightly
to the opening.
Note: There should be no more than 114" clearance between the window frame
and opening at any point along the head of the nindow
D.Install a 3/16" x 2-3/4" Tapcon' stainless steel masonry screw into each of the
pre -drilled holes in the window frame. Drive the screws until they are flush with the
frame. Over tightening may cause the Game to become distorted.
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Note: It will be necessary to open the renting sash of the single -hung and sliding window to access
one or more of the installation holes.
E. Tool the sealant squeeze out to provide a seal between the flush flange and the block or stucco.
F. Single -hung Windows: Insert foam plugs (provided) Into each Installation screw hole '<�'- In3tallauop
at the jambs and screw• covers (provided) Into each Installation screw hole at the head. 2F i hole
Sliding and Fixed Windows'. Insert a screw cover (provided) into each installation [lp t
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screw hole at the head and jambs.
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CLEANING INSTRUCTIONS
Remove labels and clean the glass, using a soft, clean, grit -free cloth and mild
soap or detergent. Be sure to remove all liquid by wiping dry or use a clean.
squeegee. The vinyl frame may be cleaned as described above. For stubborn dirt,
a "non-abrasive" cleaner such as Bon -Ami or Soft Scrub' may be used. DO NOT
use solvents such as mineral spirits, toluene, xylene, naphtha or muriatic acid as
they can dull the finish, soften the vinyl and/or cause failure of the insulated unit
seal. Deep weep holes open and clear of obstructions.
NOTE
Because all construction must anticipate some water infiltration. it is important
that the wall system be designed and constructed to properly manage moisture.
Pella Corporation is not responsible for claims or damages caused by unanticipated
water infiltration; deficiencies in building design, construction and maintenance,
failure to install Pella" products in accordance with these instructions, or the use
of Pella products in systems which du not allow for proper management of
moisture within the wall systems. The determination of the suitability of all
building components, including the use of Pella products, as well as the design
and installation flashing and sealing systems are the responsibility of you, your
architect, or a construction professional. Moisture problems including
unacceptable water infiltration, have been associated with barrier systems, such as
EIFS (also known as synthetic stucco). Pella replacement products should not be
used in barrier Exterior Insulation and Finish Systems, (EIFS) or sintilar systems
(Pella makes no warranty of any kind on and assumes no responsibility for
Pella windows and doors installed in barrier EIFS). Any use of Pella products
with barrier EIFS systems will void the Limited Warranty.
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1W.TALLATION INSTRUCTION. F.OR
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WITHl/2,:FIN INT.OMASONRY gLOCK OPENINGS
;WITH PRECASTCONCRETE SILLS
These instructions were developed and tested for use with typical masonry block construction with a
face sealed stucco or water marsaged system, integrating the window mmilladon system with the
buildings water management system is the responsibility of you. your architect, or construction
professional. Failure to follow Peltas installation instructions may void the product warranty. These
instructions are not to be used with any ether nstruction method. Installation instructions for
use with other construction methods, multiple units or bow and bay windows, may be obtained from
Pella Corporation or a local Pella retailer. Building designs, construction medtods. building materials.
and site conditions unique to your project may require an installation method different from these
instructions and additional care. Determining the appropriate installation method is the.
responsibility of you, your architect, or construmon professional.
IMPORTANT If rhe window is being installed into a new concrete opening, a treated 1 "x 9"
most be installed into the conoete aspersing or the head and ja br prior to installing the window
Ensure the wood framing is sealed to rile concrete opening.
YOU WILL NEED TO SUPPLY TOOLS REQUIRED. -
. Cedar or dmp—rn shimispaars (12-2o) r ^T pe measure,
• Closed Bell f backer rod/walaht backer (12 to 30 ft) • Le I
• High quality exterior grade polyurethane or Cautking gun
slhcon —lana (P. to 2. tubes per wlndow)— ','.•. Bit for3/I6". masonry screws :
-i.1• x 4 treated lumber for head and Jamh • Driver bit for masnnryscrews
f thr opening DNII
3/L6^x2-3l4"Tapcont-or equl 1 tsiaWess ._- '
steel cri—ay screws with 5/16... hex -head -
Inrrdlation will �sequne two or more personsfor safety reason,,
REMEMBER TO USE
APPROPRIATE PERSONAL
PROTECTIVE EQUIPMENT.
Always read the Thernta5tar by Pella? Li,de d Warranty before pts hash g or ,
soNng Therma5tar, by Pelt produces. By installing th product. you acknowledge g
that this :limited Warranty is px-, of the eastics ofthe sale. See Limited Wimoty for
complete details at 6ttp://warranty rhe+marr rnm .: _ _