HomeMy Public PortalAbout10-0020 Clark tA
CITY OF TYBEE ISLAND
BUILDING PERMIT
DATE ISSUED: 01 -15 -2010 PERMIT #: 100020
WORK DESCRIPTION REPLACE 5 WINDOWS
WORK LOCATION 1201 JONES
OWNER NAME J. °Ao MARTHA BAK CLARK
ADDRESS 112 LAKEVIEW CT
CITY, ST, ZIP SAVANNAH GA 31406 -6353
PHONE NUMBER
CONTRACTOR NAME WINDOW WORLD OF SAVANNAH
ADDRESS 2708 LEGION DR
CITY STATE ZIP THUNDERBOLT GA 31404
FLOOD ZONE
BUILDING VALUATION
SQUARE FOOTAGE
OCCUPANCY TYPE P
TOTAL FEES CHARGED $ 42.00
PROPERTY IDENTIFICATION #
PROJECT VALUATION $2,300.00
TOTAL BALANCE DUE: $ 42.00
It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire,
soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including
all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be
approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction
covered by this permit.
This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted
work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided
unless work has begun within six months of the date of issuance.
Signature of Building Inspector or Authorized Agent: 24/lei^np ) 0/4
P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328
(912) 786 -4573 - FAX (912) 786 -9539
www.cityoftybee.org
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City of lybee island = .Cec•rfarsvirtity Deveiopment Dept. --F''''' 65C 9 t r i it''
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Inspectiors Report
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1 403 Butler bare. • P.O. klia'A 2749 - ryillee Island, G44.31328
. Phorse 912.7E6.4573 ext. 114 • Fax 912.786.9539
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CITY OF TYBEE ISLAND, GEORGIA
APPLICATION FOR BU ILDING PERMIT
A7
O
Location: 3.0 A \Je PIN #
NAME ADDRESS TELEPHONE
Owner
TiOK n lA k ssi4-7-0(0(..
Architect
or Engineer
Building
Contractor IN 4- r
(Check all that apply)
Repair R Residential ❑ Footprint Changes
Renovation g Single Family n Discovery
❑ Minor Addition 1 1 Duplex 1 1 Demolition
1 1 Substantial Addition ❑ Multi- Family
1 Other n Commercial
Details of Project: T r s x 5 ,J\ C D 3S
Estimated Cost of Construction: $ 3Q0* on
Construction Type (Enter appropriate number)
(1) Wood Frame (4) Masonry (6) Other (please specify)
(2) Wood & Masonry (5) Steel & Masonry
(3) Brick Veneer
Proposed use:
Remarks:
ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the
following infolination based on the construction drawings and site plan:
# Units # Bedrooms # Bathrooms
Lot Area Living space (total sq. ft.)
# Off - street parking spaces
Trees located & listed on site plan
Access:
Driveway (ft.) With culvert? With swale?
Setbacks: Front Rear Sides (L) (R)
# Stories Height Vertical distance measured from the average adjacent
grade of the building to the extreme high point of the building, exclusive of chimneys, heating
units, ventilation ducts, air conditioning units, elevators, and similar appurtances.
During construction:
On -site restroom facilities will be provided through
On -site waste and debris containers will be provided by
Construction debris will be disposed by n kVlr by means of k k
I understand that I must comply with zoning. flood damage control, building, fire, shore
protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations.
I understand that the lot must be staked out and that the stakes will be inspected to ensure that the
setback requirements are met. I understand also that a certified plot plan showing elevation must
be attached to this application and that an as -built elevation certification is due as soon as the
habitable floor level is established. Drainage: I realize that I must ensure the adequacy of
drainage of this property so that surrounding property is in no way adversely affected. I accept
responsibility for any corrective action that may be necessary to restore drainage impaired by this
permitted construction.
Date: / 0 Signature of Applicant
Note: A penult normally takes 7 to 10 days to process.
The following is to be completed by City personnel:
Zoning certification NFIP Flood Zone
Approved rezoning /variance?
Street address and number: New Existing
Is it in compliance with City map?
If not, has street name and /or number been reported to MPC?
FEMA Certification attached
State Energy Code Affidavit attached
Utilities and Public Works:
Describe any unusual finding(s)
Access to building site
Distance to water main tap site
Distance to sewer stub site
Water meter size
Storm drainage
Approvals: Signature Date FEES
Zoning Administrator Permit l" —
Code Enforcement Officer Inspections /S
Water /Sewer Water Tap
Stoilu /Drainage Sewer Stub
Inspections Aid to Const.
City Manager
TOTAL 42.
NA
O TURAL
RESOURCES
GEORGIA \b,
Permit Acknowledgement of
Asbestos /Environmental Notification to Georgia EPD for
Proiects Involving Demolition, Wrecking, or Renovation
The undersigned hereby acknowledges that the issuance of this permit does not in any way grant
permission to the owner, owner's representative, or permit holder to proceed with demolition,
wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project
Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with
the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the
rules. In most cases, the rules require both the owner and the involved contractors to assure the
portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos
Inspector for materials that contain asbestos; and the removal of the asbestos before renovation,
wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed
demolition notification from be submitted 10 workings days in advance even if no asbestos is
present in the building. Further guidance for regulatory compliance and contact telephone
numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and
Demolition. Other environmental issues such as asbestos removal techniques, lead abatement,
ground contamination, or unusual site conditions may have EPD regulations that could affect the
project.
H i s � /D
Undersigned Date
Printed Name
Office Use Only:
Project Address:
Permit Number:
tiisiue vr i`auug rage 1 ox 4
RatinDgP 45 PSF to MPH Calculator - Test Results Summary
Width: 39.5
Height: 48.5 Search I
Model Width Height DP Air Water Load FBC TDI Description Report #
T14 76 53 50 0 01 7.50 +/- 75 6064 HP with 3/16" Annealed (N.C) 68423.02
76 53 50 < 7.50 +/- 75 6064 ASTM Impact (N.C) 61888.02
0.01
108 80 50 0.11 7.50 +/- 75 Standard 90900.02
105 52 50 0.12 7.50 +/- 75 HP with 3/16" Annealed (New 88666.02
Construction)
ASTM Impact (New
I 105 57 50 0.12 7.50 +/- 75 88670.02
Construction)
a, 44 60 45 0.19 7.50 +/- 67.5 8134 95 Standard 86671.06
40 74 45 0.19 7.50 +/- 67.5 8134 95 - Standard 86671.06
rt 40 60 50 0.19 7.50 +82 5 8134 95 - Standard 86671.06
60 60 65 <0.01 9.75 +/- 97.5 9834 Standard 64902.02
48 72 50 <0.01 9.75 +/- 75 9834 Standard 64902.02
96 55 55 12.00 +/- 82.5 9834 Standard (3/16" Annealed) 66596.02
0.01
.0 55 96 55 0.01 12.00 +/- 82.5 9834 Standard (3/16" Annealed) 66596.02
0604 60 60 55 0.01 6.00 +/- 82.5 9834 Standard (5/32" Annealed) 66596.02
0604 48 72 70 0.01 6.00 +/- 105 9834 Standard (5/32" Annealed) 66596.02
U601 44 60 45 0.19 7.50 +/- 67.5 8134 95 Standard 86671.06
U601 40 74 45 0.19 7.50 +/- 67.5 8134 95 Standard 86671.06
U601 40 60 50 0.19 7.50 +82 5 8134 95 Standard 86671.06
Window Performance 1 Insulated Glass l Grid /Muntin 1 Installation l Troubleshooting 1 Informatiorki.l,i ,
6205 71 80 50 0.06 7.50 +/- 50 Stanc ard,Q � � ng"
Field Repair
6206 71 80 50 0.06 7.50 +/- 50 Standard
A2-06
8205 71 80 50 0.06 7.50 +/- 50 Standard AI- 03388-
A2-06
8206 71 80 50 0.06 7.50 +/- 50 Standard AI- 03388-
A2-06
1201 44 84 45 0.16 9.00 +/- 67.5 HP with 3/16" Annealed 94042.02
http: / /www.associatedmaterials. net /Docs/DP_ Ratings /DP Lookup /Alside / Alside DP_Loo... 1/11/2010
H151Ue Lr xulting Pagel Ot 4
6202 71 80 50 0.06 7.50 +/- 50 Standard AI- 03388-
A2-06
6275 71 80 50 0.06 7.50 +/- 50 Standard AI- 03388-
A2-06
8202 71 80 50 0.06 730 +/- 50 Standard AI- 03388-
A2-06
8275 71 80 50 0.06 7.50 +/- 50 Standard AI- 03388-
A2-06
0704 60 60 50 <0.01 9.75 +/- 75 9834 Standard 64053.02
0704 48 72 45 <0.01 9.75 +1- 67.5 9834 Standard 64053.02
01HP 44 60 45 0.10 8.25 +/- 67.5 10453 Standard 71114.06
0104 60 60 50 <0.01 9.75 +1- 75 9834 Standard 64053.02
0104 48 72 45 <0.01 9.75 +/- 67.5 9834 Standard 64053.02
0170 48 72 45 <0.01 9.00 +67.5/ -75 9834 Standard 73249.01
1105 96 82 50 0.08 7.50 +/- 75 6406 Standard 74476.07
1106 96 82 50 0.08 7.50 +/- 75 6406 Standard 74476.07
11C8 96 82 50 0.08 7.50 +/- 75 6406 Standard 74476.07
11C9 108 80 50 0.06 7.50 +/- 75 Standard 80354.03
1115 96 82 50 0.08 730 +/- 75 6406 2041 Standard 74476.07
1115 96 82 50 0.16 7.50 +/- 75 6406 D42 ASTM Impact 62737.02
1116 96 82 50 0.08 7.50 +/- 75 6406 Standard 74476.07
1116 96 82 50 0.16 7.50 +i- 75 6406 2D 2 ASTM Impact 62737.02
1118 96 82 50 0.08 730 +/- 75 6406 �4 Standard 74476.07
1118 96 82 50 0.16 7.50 +/- 75 6406 D42 ASTM Impact 62737.02
1119 108 82 50 0.06 7.5 +/- 75 Standard 80354.03
3100 54 76 50 0.08 7.50 +/- 75 6407 HP with 3/16" Annealed (N.C) 68361.02
3100 54 76 50 0.25 730 +/- 75 6407 ASTM Impact (N.C) 62874.02
3102 73 50 50 0.29 7.50 +/- 75 6413 ASTM Impact (N.C) 62871.03
3104 53 76 50 0 � 7.50 +/- 75 6064 HP with 3/16" Annealed (N.C) 68423.02
3104 53 76 50 0 0 7.50 +/- 75 6064 ASTM Impact (N.C) 61888.02
i201 52 72 45 0.21 9.00 +/- 67.5 8125 892 HP with 3/16" Annealed 70066.02
1201 52 72 50 0.21 9.00 +/- 75 8125 887 ASTM Impact 70266.01
1201 48 84 50 0.15 9.00 +/- 75 $8 HP with 3/16" Annealed 76304.02
0201 44 60 45 0.21 9.00 +/- 67.5 8134.1 5 No Stile Reinforcement 62609.02
http: / /www.associatedmaterials. net /Docs/DP_ Ratings /DP _Lookup /Alside /Alside DP_Loo,.. 1/11/2010
Architectural Testing
AAMA/WDMA/CSA TEST REPORT
Rendered to:
ALSIDE WINDOW COMPANY
SERIES/MODEL: 0201/A201
PRODUCT TYPE: PVC Double Dung Window
Summary of Results
Title 1 Test Specimen #1 Test Specimen #2 Test Specimen #3
Prima Product Desi ator H -LC25 1118 x 1956 H -LC45 1118 x 1524* H -LC55 914 x 1524*
(44 x 77) (44 x 60 *) (36 x 60 *)
Design Pressure* 1 1200 Pa (25.0 psf) 1 2160 Pa (45.0 psf) 1 2640 Pa (55.0 psf)
Negative Design Pressure* 1 1200 Pa (25.0 psf) 2160 Pa (45.0 psf) 1 2640 Pa (55.0 psf)
Operating Force (in motion) 1 89 N (20 lbf) 1 N/A 1 N/A
Air Infiltration 1.1 L/s /m2 N/A N/A
(0.21 cfm/ft
Water Penetration Resistance Test Pressure 1 440 Pa (9.0 psf) 1 N/A 1 N/A
Uniform Load Structural Test Pressure 1 ±1800 Pa (±37.5 psf) ±3240 Pa ( ±67.5 psf) 1 ±3960 Pa ( ±82.5 psf)
Forced Entry Resistance ! Grade 10 N/A 1 N/A
*- Optional Secondary Designators
Test Completion Date: 01/27/06
Reference must be made to Report No. 62609.02 - 501 -47, dated 02/14/06 for complete test
specimen description and data.
1140 Lincoln Avenue
Springdale, PA 15144
phone: 724 - 275 -7100
fax: 724 - 275 -7102
Architectural Testing
AAM MA/CSA TEST REPORT
Rendered to:
ALSIDE WINDOW COMPANY
3773 State Road
Cuyahoga Falls, Ohio 44223
Report No.: 62609.02 - 501 -47
Test Dates: 01/25/06
Through: 01/27/06
Report Date: 02/14/06
Revision 1: 05/07/08
Expiration Date: 01/27/10
Project Summary; Architectural Testing, Inc. (ATI) was contracted by Associated Materials,
Inc. to perform tests on three Series/Model 0201/A201, PVC double hung windows at their
facility located in Cuyahoga Falls, Ohio. The samples tested successfully met the performance
requirements for the following ratings: Test Specimen #1: H -LC25 1118 x 1956 (44 x 77); Test
Specimen #2: H -LC45 1118 x 1524* (44 x 60 *); Test Specimen #3: H -LC55 914 x 1524* (36 x
60 *). Test specimen description and results are reported herein.
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 Specifications: The test specimens were evaluated in accordance with the following:
ANSI/ tTDA 101/I.S.2 -97, Voluntary Specifications for Aluminum, Vinyl (PVC)
and Wood Windows and Glass Doors.
AAMA/WDMA/CSA 101/LS.2/A440 -05, Standard /Specification for Windows, Doors, and
Unit Skylights.
Test Specimen Description:
Series/Model: 0201/A201
Product Type: Poly Vinyl Chloride (PVC) Double Hung Window
Test Specimen #1: H -LC25 1118 x 1956 (44 x 77)
Overall Size: 1118 mm (44 ") wide by 1956 mm (77 ") high
Top Sash Size: 1035 mm (40 -3/4 ") wide by 940 mm (37 ") high
Bottom Sash Size: 1060 mm (41 -3/4 ") wide by 965 mm (38 ") high
Screen Size: 1019 mm (40 -1/8 ") wide by 965 mm (38 ") high
Overall Area: 2.19 m (23.5 11
1140 Lincoln Avenue
Springdale, PA 15144
phone: 724-275-7100
fax: 724- 275 -7102
62609.02- 501 -47
Architectural Testing Page 2 of 10
Revision 1: Revision 1: 05/07/08
Test Specimen Description: (Continued)
Test Specimen #2: H -LC45 1118 x 1524* (44 x 60 *)
Overall Size: 1118 mm (44 ") wide by 1524 mm (60 ") high
Top Sash Size: 1035 mm (40 -3/4 ") wide by 721 mm (28 -3/8 ") high
Bottom Sash Size: 1060 mm (41 -3/4 ") wide by 748 mm (29- 7/16 ") high
Overall Area: 1.70 m (18.3 ft
Test Specimen #3: H -LC55 914 x 1524* (36 x 60 *)
Overall Size: 914 mm (36 ") wide by 1524 mm (60 ") high
Top Sash Size: 832 mm (32 -3/4 ") wide by 721 mm (28 -3/8 ") high
Bottom Sash Size: 857 mm (33 -3/4 ") wide by 748 mm (29- 7/16 ") high
Overall Area: 1.39 m (15.0 ft
The following descriptions apply to all specimens.
Finish: All PVC was white.
Glazing Details: The sash were exterior glazed with nominal 21 mm (13/16 ") thick, sealed
insulating glass fabricated from two sheets of 3.0 mm (1/8 ") clear annealed glass a U- shaped
steel spacer system embedded in sealant, single sealed. The insulating glass was set against
a double -sided adhesive tape and secured with rigid vinyl glazing beads.
Frame Construction: The PVC frame was constructed using mitered and welded comer
construction. A snap -in PVC adapter was applied to the head.
Sash Construction: The PVC sash were assembled utilizing mitered and welded comer
construction.
Screen Construction: The screen was constructed with extruded aluminum. The corners
were miter cut and secured using plastic corner keys. The fiberglass mesh screen cloth was
held -in -place with a flexible vinyl spline.
62609.02- 501 -47
Architectural Testing Page 3of10
Revision 1: Revision 1: 05/07/08
Test Specimen Description: (Continued)
Weatherstripping:
Description Quantity Location
4.7 nun (0.187 ") backed by 1 Row Head insert, sill, lock rail
6.6 mm (0.260 ") high pile
with center fin
4.7 mm (0.187 ") backed by 1 Row Exterior meeting rail (exterior),
8,9 mm (0.350 ") high pile top rail
with center fin
4.7 mm (0.187 ") backed by 2 Rows Sash stiles
8.9 mm (0.350 ") high pile
with center fin
4.7 mm (0,187 ") backed by 1 Row Exterior meeting rail (interior)
14.0 nun (0.550 ") high
vinyl jacket/foam filled bulb
4.7 mm (0.187 ") backed by 1 Row Bottom rail
10.2 mm (0.400 ") diameter,
offset vinyl jacket/foam filled bulb
25.4 mm (1.0 ") by 12.7 mm (1/2 ") 4 Meeting rails, one at each end
by 6.4 mm (0.250 ") high
adhesive backed pile pad
Hardware:
Description Ouantitv Location
Metal button cam lock 1 Lock rail at mid -span, with mating
and keeper keeper at exterior meeting rail
(Test Specimen #1)
Metal button cam lock 2 Lock rail, 216 mm (8-1/2 ") in from
and keeper each end, mating keepers at exterior
meeting rail (Test Specimen #2 & #3)
Plastic tilt latch 4 Top corner of sash
Metal pivot bar 4 Bottom comer of sash
Constant force balance 4 One per jamb
system with locking tilt shoes
62609.02- 501-47
Architectural Testing Page 4of10
Revision 1: Revision 1: 05/07/08
Test Specimen Description: (Continued)
Drainage:
Description Ouantitv Location
22 mm (7/8 ") wide by 2 Exterior face of sill, one at
4.7 mm (3/16 ") high weepslot each end
(with flap)
32 mm (1 -1/4 ") wide by 2 Sill/jamb intersection, one at each
12.7 mm (1/2 ") deep weepslot end
25 mm (1 ") wide by 2 Intermediate sill wall, one at
4.7 mm (3/16 ") high weepslot each end
19.0 mm (3/4 ") wide by 2 Sill screen track, one at
4.7 mm (3/16 ") deep weepslot each end
9.5 mm (3/8 ") wide by 4 Bottom sash rail and exterior
3.2 mm (1/8 ") deep weepslot meeting rail, one at each end
Reinforcement: The lock rail contained a custom shaped, formed steel reinforcement
measuring 22.2 mm by 11.7 min by 1.2 mm (0.875" by 0.461" by 0.047 "), reference
Drawing No. UY0095. The keeper rail and bottom rail contained a custom shaped, formed
steel reinforcement measuring 11.7 mm by 12.0 mm by 1.5 mm (0.875" by 0.473" by
0.059 "), reference Drawing No. UY0094.
Installation: The unit was installed in a wood buck constructed of Spruce- Pine -Fir
construction lumber and secured through the jambs to the buck using four #8 x 64 mm
(2 -1/2 ") long screws, one at the top and bottom of each jamb. The exterior and interior
perimeter was sealed with a silicone sealant, with the exception of an approximate 102 mm
(4 ") long void at each interior sill corner. A nominal 5 mm (3/16 ") gap was maintained at
the perimeter between the buck and window frame.
62609.02- 501 -47
Architectural Testing Page 5 of 10
Revision 1: Revision 1: 05/07/08
Test Results: The results are tabulated as follows:
Paragraph Title of Test - Test Method Results Allowed
Test Specimen #1: H -LC25 1118 x 1956 (44 x 77)
2.2.1.6.1 Operating Force
5.3.1.1
Bottom Sash
Open
Breakaway 67 N (15 lbs) 230 N (50 lbs)
Maintain motion 89 N (20 lbs) 155 N (35 lbs)
Close
Breakaway 36 N (8 lbs) 230 N (50 lbs)
Maintain motion 45 N (10 lbs) 155 N (35 lbs)
Ton Sash
Open
Breakaway 27 N (6 lbs) 230 N (50 lbs)
Maintain motion 89 N (20 lbs) 155 N (35 lbs)
Close
Breakaway 53 N (12 lbs) 230 N (50 lbs)
Maintain motion 80 N (18 lbs) 155 N (35 lbs)
Lock
Open 5 N (1 lb) 100 N (22.5 lbs)
Close 5 N (1 lb) 100 N (22.5 lbs)
Latches
Open 5 N (1 lb) 100 N (22.5 lbs)
2.1.2 Air Leakage Resistance per ASTM E 283 (See Note #1)
5.3.2 75 Pa (1.57 psf, 25 mph) 1.1 L /s /m 1.5 L /s/m
(0.21 cfm/f1 (0.30 cfm/ft) max.
Note #1: The tested specimen meets (or exceeds) the performance levels specified in
ANSI /AAMA /NWWDA 101/LS.2 -97, 101 /LS.2/NAFS -02, AAMA/WDMA/CSA 101 /LS.
2/A440 -05 for air infiltration.
62609.02 - 501 -47
Architectural Testing Page 6 of 10
Revision 1: Revision 1: 05/07/08
Test Results: (Continued)
Paraaranh Title of Test - Test Method Results Allowed
Test Snecimen #1: H -LC25 1118 x 1956 (44 x 77) (Continued)
2.1.3 Water Resistance per ASTM E 547
5.3.3 (with and without screen)
180 Pa (3.75 psf) No leakage No leakage
2.1.4.1 Uniform Load Deflection per ASTM E 330
5.3.4.2 (Deflections reported were taken on the exterior meeting rail)
(Loads were held for 52 seconds)
1200 Pa (25.0 psf) (positive) 6.9 mm (0.27 ") See Note #2
1200 Pa (25.0 psf) (negative) 9.1 mm (0.36 ") See Note #2
Note #2: The deflections reported are not limited by AAMA/WDMA/CSA 101 /LS.2 /A440 -05
for this product designation. The deflection data is recorded in this report for special code
compliance and information only.
2.1.4.2 Uniform Load Structural per ASTM E 330
5.3.4.3 (Permanent sets reported were taken on the exterior meeting rail)
(Loads were held for 10 seconds)
1800 Pa (37.5 psf) (positive) 0.5 mm (0.02 ") 4.1 mm (0.16 ") max.
1800 Pa (37.5 psf) (negative) 0.3 mm (0.01") 4.1 mm (0.16 ") max.
2.1.8 Forced Entry Resistance per ASTM F 588
5.3.5 Type: A Grade: 10
Hand Tool Manipulation No entry No entry
Tests Al through A7 No entry No entry
Hand Tool Manipulation No entry No entry
5.3.6.2 Thermoplastic Comer Weld Test Meets as stated Meets as stated
, � 1 111L- 62609.02 - 501 -47
Architectural Testing Page 7 of 10
Revision 1: Revision 1: 05/07/08
Test Results: (Continued)
Paraaraoh Title of Test - Test Method Results Allowed
Test Suecimen #1: H -LC25 1118 x 1956 (44 x 77) (Continued)
2.2.1.6.2 Deglazing Test per ASTM E 987
5.3.6.3
Ton Sash
In operating direction - 320 N (70 lbs)
Meeting rail 1.5 mm (0.06 ") 11.43 mm (0.45 ")
Top rail 1.5 mm (0.06 ") 11.43 mm (0.45 ")
In remaining direction - 230 N (50 lbs)
Left stile 0.8 mm (0.03 ") 11.43 mm (0.45 ")
Right stile 0.8 mm (0.03") 11.43 mm (0.45")
Bottom Sash
In operating direction - 320 N (70 lbs)
Meeting rail 1.5 mm (0.06 ") 11.43 mm (0.45 ")
Bottom rail 1.5 mm (0.06 ") 11.43 mm (0.45 ")
In remaining direction - 230 N (50 lbs)
Left stile 0.8 mm (0.03 ") 11.43 mm (0.45 ")
Right stile 0.8 mm (0.03 ") 11.43 mm (0.45 ")
Optional Performance
4.3 Water Resistance per ASTM E 547
4.4.3.4 (with and without screen)
440 Pa (9.0 psf) No leakage No leakage
# 111L. 62609.02- 501 -47
Architectural Testing Page 8of10
Revision 1: Revision 1: 05/07/08
Test Results: (Continued)
Paraeranh Title of Test - Test Method Results Allowed
Test Specimen #2: H -LC45 1118 x 1524* (44 x 60 *)
Optional Performance
4.4.1 Uniform Load Deflection per ASTM E 330
4.4.3.2 (Deflections reported were taken on the exterior meeting rail)
(Loads were held for 52 seconds)
2160 Pa (45.0 psf) (positive) 10.7 mm (0.42 ") See Note #2
2160 Pa (45.0 psf) (negative) 14.7 mm (0.58 ") See Note #2
4.4.2 Uniform Load Structural per ASTM E 330
4.4.3.2 (Permanent sets reported were taken on the exterior meeting rail)
(Loads were held for 10 seconds)
3240 Pa (67.5 psf) (positive) 0.3 mm (0.01") 4.1 mm (0.16 ") max.
3240 Pa (67.5 psf) (negative) 1.5 mm (0.06 ") 4.1 mm (0.16 ") max.
Test Specimen #3: H -LC55 914 x 1524* (36 x 60 *)
Optional Performance
4.4.1 Uniform Load Deflection per ASTM E 330
4.4.3.2 (Deflections reported were taken on the exterior meeting rail)
(Loads were held for 52 seconds)
2640 Pa (55.0 psf) (positive) 9.1 min (0.36 ") See Note #2
2640 Pa (55.0 psf) (negative) 7.6 mm (0.30 ") See Note #2
4.4.2 Uniform Load Structural per ASTM E 330
4.4.3.2 (Permanent sets reported were taken on the exterior meeting rail)
(Loads were held for 10 seconds)
3960 Pa (82.5 psf) (positive) 1.5 mm (0.06 ") 3.3 mm (0.13 ") max.
3960 Pa (82.5 psf) (negative) 0.3 mm (0.01") 3.3 mm (0.13 ") max.
62609.02- 501 -47
Architectural Testing Page 9of10
Revision 1: Revision 1: 05/07/08
Drawing Reference: The test specimen drawings have been reviewed by ATI and match the
test specimen reported herein.
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 from the original test date. 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 the approval of Architectural Testing, Inc.
For ARCHITECTURAL TESTING, INC.
i
‘6 l•
DigHy Mgriii by. Lynn George Digitally Signed by: Michael L. Mackenth
Lynn George Michael L. Mackereth
Project Manager Director - Operations
LG:jld/sld
Attachments (pages):
Appendix -A: Alteration Addendum (1)
Appendix -B: Drawings (13)