HomeMy Public PortalAbout12-0292 Weiner ' �d r
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CITY OF TYBEE ISLAND
BUILDING PERMIT
DATE ISSUED: 05-17-2012 PERMIT#: 120292
WORK DESCRIPTION REPAIR RESIDENTIAL BLDG
WORK LOCATION 21 TERESA LANE
OWNER NAME BARRY WEINER
ADDRESS 1995 BROADWAY
CITY,ST,ZIP NEW YORK NY 10023
PHONE NUMBER 212-873-1472
CONTRACTOR NAME KUHN CONSTRUCTION
ADDRESS 5105 PAULSEN STREET
CITY STATE ZIP SAVANNAH GA 31405
FLOOD ZONE
BUILDING VALUATION
SQUARE FOOTAGE
OCCUPANCY TYPE p
TOTAL FEES CHARGED $605.00
PROPERTY IDENTIFICATION#
PROJECT VALUATION $70,000.00
TOTAL BALANCE DUE: $605.00
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: � a Q
P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328
(912)786-4573-FAX(912)786-9539
www.cityoftybee.org
City of Tybee Island • Planning & Zoning Dept.
auk%
Inspection Report inanink
imoroati
<L\, 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERN7ONAL
nukie . ? 477 5032 • Fax 912.786.9539 CODE COUCH:
MEMBER
Permit No. Date Requestea
Owner's Name Date Needed
Gen. Contractor Subcontractor
Contact Information
Project Address ,
Scope of Work
Inspector Date of Inspection
Inspection /- Pass il Fee
2 ,14, ; /-2.4 I I
4 1
/ )
Inspection Pass Fail 1=1 Fee
Inspection Pass D Fail Fee
Inspection Pass Fail Fee
TO 11, r �:
Materials Technology Twin CitykTesting Corporation
October 1, 2010
Associated Lab, Inc.
Attn: Mr. Brad Schultz
P.O. Box 152837
Dallas, TX 75215
Subject: Weather Shield Manufacturing, Inc.
Unit Description Twin City Testing Gateway—yes
Report Number or Gateway
Report#
1204 Casement Picture 53 x 72 2-Wide TCT003539P- TCT003413P
0111.01
Mr. Schultz:
Enclosed is the most recent test report for the above referenced windows for the AAMA Certification Program.
Please refer to individual report for each unit 101/I.S.2/A440-05 performance level results. If you have any
questions, please feel free to contact me.
Sincerely, Copy:
STORK-TWIN CITY TESTING Weather Shield Manufacturing, Inc.
Attn: Pam Stacke
One Weather Shield Plaza
1.9 Q/1? P.O. Box 309
Medford, WI 54451
Dan Wadzinski
STOR11®
Materials Technology Stork Twin City Testing Corporation
Summary of Test Results
Product Manufacturer: Weather Shield Manufacturing, Inc.
Product Type: Fixed
Product Series/Model: 1204 Casement Picture 2-Wide 53x72
Primary Product Designator:
AAMA/WDMA/CSA FW-055 1334x1832* (53x72)* Single
101/I.S.2/A440-05 FW-055 2667x1832* (105x72)* 2-Wide
AAMA/WDMA/CSA Class CW-PG55- Size tested 1334 x 1832mm*
101/I.S.2/A440-08 (53x72 in)*—FW, Single
Class CW-PG55- Size tested 2667 x 1832mm*
(105x72 in)*—FW, 2-Wide
AAMA 450-06 Vertical Mulled Rating- C55
Applied Rating C55
Secondary Designator: Canadian Air Infiltration/Exfiltration=A3
Negative Design Pressure=3360Pa(-70psf)
Test Completion Date: 06/10/10
Operating Force : N/A lbs max.
Air Infiltration: <.01 cfm/ft2 (Single) , .01 cfm/ft2 (Twin)
Water Resistance Test Pressure: 8.25 psf
Uniform Load Deflection Test Pressure: +55 /-70 psf
Uniform Load Structural Test Pressure: +82.5 /-105 psf
Forced Entry Resistance: Grade 10
Impact: Wind Zone 3
Cyclic +55 /-70
Weather Shield Number: 550330456-004
Reference must be made to Report No. TCT003539P-0111.01, dated 10/01/10 for complete test
specimen description and detailed test results.
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003539P-0111.01 Page 1 of 10
DATE: 10/01/10
STORK®TWIN CITY TESTING
115 S. 84th Ave.
Wausau,WI 54401
IN-PLANT TESTING OF A 1204 CASEMENT PICTURE
2-WIDE (53 x 72)
(550330456-004)
MANUFACTURED BY
WEATHER SHIELD MANUFACTURING,INC.
Prepared for:
WEATHER SHIELD MANUFACTURING,INC.
Attn: Ms.Pamela Stacke
One Weather Shield Plaza
P.O.Box 309
Medford,WI 54451
Test Date: 06/09/10, 06/10/10
Expiration Date: 06/10/14
Prepared By: Reviewed By:
/e)aer/r1
Dan Wadzinski John R.Bordagaray
Technician Manager of Fenestration Testing
Product Testing Department Product Testing Department
Telephone: (715) 848-3935 Telephone: (715) 848-3935
The test results contained in this report pertain only to the specimens tested and not
necessarily to all similar products.
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
maybe punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003539P-0111.01 Page 2 of 10
DATE: 10/01/10
IN-PLANT TESTING OF A 1204 CASEMENT PICTURE 2-WIDE (53x72)
INTRODUCTION:
This report presents the results of in-plant testing conducted on a Mulled Picture window
manufactured by Weather Shield Manufacturing Inc. This work was requested and
authorized by Mr. Mark Brandner of Weather Shield Manufacturing Inc. with testing
conducted on June 9 and 10, 2010 at Weather Shield R & D facility. The purpose of the
testing was to determine the performance of the window for air infiltration, water
resistance, structural integrity and resistance to windborne debris.
TEST RESULTS SUMMARY:
The window described herein meets or exceeds the following specifications: ('For
individual performance requirements, refer to Stork Twin City Testing gateway report
TCT003413P-0108.
AAMA/WDMA/CSA FW-055 1334x1832* (53x72)* Single
101/I.S.2/A440-05 FW-055 2667x1832* (105x72)* 2-wide
AAMA/WDMA/CSA Class CW-PG55- Size tested 1334 x 1832mm*
101/I.S.2/A440-08 (53x72 in)*—FW, Single
Class CW-PG55- Size tested 2667 x 1832mm*
(105x72 in)*—FW 2-wide
AAMA 450-06 Vertical Mulled Rating-C55
Applied Rating C55
Secondary Designator: Canadian Air Infiltration/Exfiltration=A3
Negative Design Pressure=3360Pa(-70psf)
ANSI/AAMA/NWWDA F-055 53x72* Single
101/LS.2-97: F-055 105x72* 2-Wide
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003539P-0111.01 Page 3 of 10
DATE: 10/01/10
TEST RESULTS SUMMARY CON'T:
ASTM E1886-05' +55/-70psf
ASTM E1886-04' +55/-70psf
ASTM E1886-02' +55/-70psf
ASTM E1886-97' +55/-70psf
ASTM E1996-09 Missile D,Wind Zone 3
ASTM E1996-08 Missile D, Wind Zone 3
ASTM E1996-06 Missile D, Wind Zone 3
ASTM E1996-05' 05b Missile D, Wind Zone 3
ASTM E1996-04' Missile D, Wind Zone 3
ASTM E1996-02' Missile D, Wind Zone 3
SAMPLE DESCRIPTION:
Overall Unit Size: 2667mm(105")wide x 1832mm (72.13")high
Overall Unit Area: 4.90m2 (52.59 ft2)
Individual Unit Size: 1334mm(52.50")wide x 1832mm(72.13")high
Individual Unit Area: 2.45m2 (26.30 ft2)
Sash Size: 1297mm(51.06")wide x 1794mm (70.63") high
Overall Sash Crack: 12.28m(40.28')
Individual Sash Crack: 6.14m(20.14')
Finish: Aluminum exterior and wood interior
Glazing: The windows utilized nominal 22mm (7/8") insulated glass comprised of 3.9mm
(5/32") annealed glass to the exterior and (13/32") (5/32" annealed / .090" SGP / 5/32"
annealed)to the interior measuring 1229mm(48-3/8")wide x 1724mm (67-7/8)" separated
by a Dura-lite spacer system. The glass was set from the interior against National Starch
Perfect Glaze H back bedding.In addition a back bed of Sika glazing compound was used in
the glazing pocket and on the interior surface of the glass before the wood interior stops
were applied. Wood interior glass stops are secured with 25mm (1") brad nails spaced
51 mm(2")from each end,and 203mm to 254mm(8"to 10")on center.
Spacer Description: Butyl Composite
Frame Construction: The molded pine frame members were butted, sealed, and secured
with three 16ga. x 13mm x 44mm (1/2" x 1-3/4") staples per corner. Exterior extruded
aluminum cladding was snap-fit to the wood frames and secured with 18ga. x 10mm x
10mm (3/8"x 3/8") staples at the head, side and sill. The exterior aluminum corners were
miter cut, sealed and secured with one #6 x 32mm (1-1/4") SMS 18-8 SS screw per
corner. The sill stop was secured with #8 x 41mm (1-5/8") PH screws spaced
approximately 406mm (16") on center.
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003539P-0111.01 Page 4 of 10
DATE: 10/01/10
SAMPLE DESCRIPTION (CON'T):
Sash Construction: The molded pine sash members utilized open mortise and tenon
construction that was secured with one #8 x 64mm (2-1/2") PFH SS screw through the
stile into the rail and one#8 x 64mm(2-1/2") PFH SS screw through the rail into the stile
per corner. The extruded aluminum clad was snap-fit onto the wood members with the
corners miter cut and secured with one #6 x 44mm (1-3/4") SMS SS screws per corner.
The sash was secured to the frame with #6 x 51mm (2") PFH screws spaced 76mm (3")
from each corner and 254mm-305mm (10"-12")on center.
Mull Construction: The two units are sealed together with a continuous bead of silicone
sealant and secured with corrugated nails along the interior wood seam spaced 102mm to
152mm (4" to 6") on center and an aluminum mull cover snap-fit over the exterior clad
seam. A 51mm x 305mm (2" wide x 12" long) galvanized mull plate is secured across the
mull seams at the head and sill with five 11mm (7/16") x 13mm (1/2") crown staples each
side.
Reinforcement:None
Screen Construction: None
Weatherstripping:
Description Quantity Location
Flexible leaf with rigid base 1 row Inner frame perimeter
0.250" hollow vinyl bulb 1 row Outer frame perimeter
Hardware:None
Drainage: Sloped sill
Installation: The test specimen was installed within a 38mm x 241mm (1-1/2" x 9-1/2")
SPF wood buck with a 6mm(1/4") gap between the frame and rough opening. The window
frames were secured by three different methods into the wood buck. The first by utilizing
the integral extruded aluminum nailing fin with#6 x 41mm (1-5/8") screws spaced 203mm
to 254mm(8"to 10")on center and sealed with silicone sealant. The second by utilizing 20
gauge x 38mm (1-1/2")x 140mm (5-1/2") galvanized steel installation clips spaced 152mm
(6") from each corner and 254mm-305mm (10"-12") on center at the head, sill and side
jambs. The clips were secured to the window jambs with four #6 x 13mm (1/2") PPH
screws and to the buck with four#6 x 41mm (1-5/8") drywall screws. The third method is
#8 x 64mm (2-1/2") drywall screws through the jambs into the buck spaced 152mm (6")
from each corner and 305mm-406mm (12"-16") on center. All three methods utilized two
installation clips at each mull end which were screwed to the buck with four#7 x 41mm (1-
5/8")screws per clip and four#6 x 13mm(1/2")screws holding the clip to the unit.
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
STOR\
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003539P-0111.01 Page 5 of 10
DATE: 10/01/10
TEST RESULTS:
Parag\raph ACTUAL REQUIREMENTS
5.3.2°) Air Infiltration
Chamber Pressure, Pa(psf) +75 (+1.57) +75 (+1.57)
L/s/m2 (cfm/ft2) 2 wide .05 (.01) 1.5 (.30)maximum
L/s/m2 (cfm/ft2) Single .05 (<.01) 1.5 (.30)maximum
The tested specimen meets or exceeds the performance levels specified in
101/I.S.2/A440-05, 101/I.S.2/A440-08 and 101/I.S.2-97 for air infiltration
5.3.2.2m Air Exfiltration
Chamber Pressure, Pa(psf) -75 (-1.57) -75 (-1.57)
L/s/m2 (cfm/ft2) 2-wide .05 (.01) 1.5 (.30)maximum
L/s/m2 (cfm/ft2) Single .10 (.02) 1.5 (.30)maximum
AVERAGE L/s/m2 2-wide .05 (.01) <.25 (0.04)= Fixed
AVERAGE L/s/m2 Single .05 (.01) <.25 (0.04)=Fixed
5.33(1) Static Water Penetration
Chamber Pressure, Pa(psf) +400 (8.25) +400 (8.25)
Pressurized Duration, min. 5.0 5.0
Unpressurized Duration, min. 1.0 1.0
Cycles 4 4
Water Penetration NONE No water shall flow
over the interior face.
4.3 w ANSUAAMA/NWWDA 101/I.S.2-97:
Static Water Penetration
Chamber Pressure, Pa(psf) +400 (8.25) +400 (8.25)
Pressurized Duration, min. 15.0 15.0
Cycles 1 1
Water Penetration NONE No water shall flow over the
interior face.
NAILFIN INSTALLATION
5.3.4.2 Uniform Load Deflection
Chamber Pressure, Pa(psf) +2640 (+55) +2640 (+55)
Duration, sec. 60.00 10.00
Mull Span,mm(in.) 1803 (71) ----
Mull Deflection, mm (in.) 4.67 (.184) <L/175 = 10.31 (.406)max
Stile Span, mm (in.) 254 (10) ----
Stile Deflection, mm (in.) 0 (0) <L/175 = 1.45 (.057)max
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
STORK®
Stork Twin City Testing Corporation
Materials Technology
PROJECT NUMBER: TCT003539P-0111.01 Page 6 of 10
DATE: 10/01/10
TEST RESULTS CON'T:
Paragraph ACTUAL REQUIREMENTS
5.3.4.2
Chamber Pressure, Pa(psf) -3360 (-70) -2640 (-55)
Duration, sec. 60.00 10.00
Mull Deflection, mm (in.) 6.76 (.266) <L/175 = 10.31 (.406)max
Stile Deflection, mm (in.) 0(0) <L1175 = 1.45 (.057)max
5.3.4.3 Structural Load Test
Chamber Pressure, Pa(psf) +3960 (+82.5) +3960 (+82.5)
Duration, sec. 10.00 10.00
Mull Permanent Set, mm(in.) .15 (.006) <0.3%L=5.41 (.213)max
Stile Permanent Set, mm(in.) 0 (0) <0.3%L= .762 (.030)max
Chamber Pressure, Pa(psf) -5040(-105) -3960 (-82.5)
Duration, sec. 10.00 10.00
Mull Permanent Set,mm (in.) .18 (.007) <0.3%L=5.41 (.213) max
Stile Permanent Set,mm(in.) .03 (.001) <0.3%L= .762 (.030)max
INSTALLATION CLIPS:
5.3.4.2 Uniform Load Deflection
Chamber Pressure,Pa(psf) +2640 (+55) +2640 (+55)
Duration, sec. 60.00 10.00
Mull Span, mm (in.) 1803 (71) ----
Mull Deflection, mm (in.) 5.44 (.214) <L/175 = 10.31 (.406) max
Stile Span, mm (in.) 254(10) ----
Stile Deflection, mm (in.) 0 (0) <L/175 = 1.45 (.057)max
Chamber Pressure, Pa(psf) -3360 (-70) -2640 (-55)
Duration, sec. 60.00 10.00
Mull Deflection, mm (in.) 8.43 (.332) <L/175 = 10.31 (.406)max
Stile Deflection, mm (in.) .03 (.001) <L1175 = 1.45 (.057)max
5.3.4.3 Structural Load Test
Chamber Pressure, Pa(psf) +3960 (+82.5) +3960 (+82.5)
Duration, sec. 10.00 10.00
Mull Permanent Set, mm (in.) .15 (.006) <0.3%L= 5.41 (.213)max
Stile Permanent Set, mm (in.) 0 (0) <0.3%L= .76 (.030)max
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
STORPI®
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003539P-0111.01 Page 7 of 10
DATE: 10/01/10
TEST RESULTS CON'T:
Paragraph ACTUAL REQUIREMENTS
5.3.4.3
Chamber Pressure, Pa(psf) -5040 (-105) -3960 (-82.5)
Duration, sec. 10.00 10.00
Mull Permanent Set,mm (in.) .23 (.009) <0.3%L=5.41 (.213)max
Stile Permanent Set, mm(in.) 0 (0) <0.3%L= .76 (.030)max
SCREWS THRU FRAME:
5.3.4.2 Uniform Load Deflection
Chamber Pressure, Pa(psf) +2640 (+55) +2640 (+55)
Duration, sec. 60.00 10.00
Mull Span, mm (in.) 1803 (71) ----
Mull Deflection, mm(in.) 4.50 (.177) <L1175 = 10.31 (.406) max
Stile Span,mm (in.) 254(10) ----
Stile Deflection,mm (in.) .05 (.002) <L/175 = 1.45 (.057) max
Chamber Pressure,Pa(psf) -3360 (-70) -2640 (-55)
Duration, sec. 60.00 10.00
Mull Deflection, mm (in.) 6.58 (.259) <L/175 = 10.31 (.406)max
Stile Deflection,mm (in.) .08 (.003) <L/175 = 1.45 (.057) max
5.3.4.3 Structural Load Test
Chamber Pressure, Pa(psf) +3960 (+82.5) +3960 (+82.5)
Duration, sec. 10.00 10.00
Mull Permanent Set, mm(in.) .03 (.001) <0.3%L=5.41 (.213) max
Stile Permanent Set,mm(in.) 0(0) <0.3%L=.76 (.030) max
Chamber Pressure, Pa(psf) -5040 (-105) -3960 (-82.5)
Duration, sec. 10.00 10.00
Mull Permanent Set, mm (in.) .08 (.003) <0.3%L= 5.41 (.213) max
Stile Permanent Set, mm (in.) 0 (0) <0.3%L = .76 (.030)max
5.3.51) Forced Entry Test Grade 10 No Entry No Entry
TEST RESULTS ASTM E1996,E1886:
TEST SEQUENCE:
a. Missile Impact
b. Positive Cyclic Load
c. Negative Cyclic load
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
STO 14®
Materials Technology
Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003539P-0111.01 Page 8 of 10
DATE: 10/01/10
TEST RESULTS CON'T:
IMPACT TEST: (Missile Level D,Wind Zone 3)
Missile Species:Douglas Fir
Missile Weight: 4199 grams(9 lbs 4 oz.)
Missile Length: 2.39 m(7'-8")
Conditioning Temperature: 21°C (69°F)>4 hours
The specimens tested meet or exceed the Pass/Fail Criteria of ASTM 1996-09
TEST UNIT#1-PASS
NAILING FIN INSTALLATION
Center
Missile Velocity: 14.94 mps (49.00 fps)longitudinal axis-<5°
Observations:No rips,tears or separations
Impact Location: x axis—660mm (26"),y axis—826mm (32.5")
TEST UNIT#2-PASS
INSTALLATION CLIPS INSTALLATION
Lower
Missile Velocity: 15.21 mps(49.88 fps) longitudinal axis-<5°
Observations:No rips,tears or separations
Impact Location: x axis—216mm (8.50"),y axis—203mm (8")
TEST UNIT#3-PASS
SCREWS THRU FRAME INSTALLATION
'
Upper
Missile Velocity : 15.16 mps (49.74 fps) longitudinal axis -<5°
Observations:No rips, tears or separations
Impact Location : x axis—203mm(8"), y axis—203mm(8")
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.v.,Amsterdam,The Netherlands,which is a member of the Stork group
STO R
Materials Technology Twin City Testing Corporation
October 1, 2010
Associated Lab, Inc.
Attn: Mr. Brad Schultz
P.O. Box 152837
Dallas, TX 75215
Subject: Weather Shield Manufacturing, Inc.
Unit Description Twin City Testing Gateway—yes
Report Number or Gateway
Report#
1204 Casement Picture 65 x 68 2-Wide TCT003413P- Yes
0108.01
Mr. Schultz:
Enclosed is the most recent test report for the above referenced windows for the AAMA Certification Program.
Please refer to individual report for each unit 101/I.S.2/A440-05 performance level results. If you have any
questions, please feel free to contact me.
Sincerely, Copy:
STORK-TWIN CITY TESTING Weather Shield Manufacturing, Inc.
Attn: Pam Stacke
/� One Weather Shield Plaza
/ ) P.O. Box 309
eCJ V44,1#;,..< Medford, WI 54451
Dan Wadzinski
STORK®
Materials Technology Stork Twin City Testing Corporation
Summary of Test Results
Product Manufacturer: Weather Shield Manufacturing, Inc.
Product Type: Fixed
Product Series/Model: 1204 Casement Picture 2-Wide 69x72
Primary Product Designator:
AAMA/WDMA/CSA FW-055 1740x1832 (69x72) Single
101/1.S.2/A440-05 FW-055 3480x1832 (137x72) 2-Wide
AAMA/WDMA/CSA Class CW-PG55 - Size tested 1740 x 1832mm
101/I.S.2/A440-08 (69x72 in)—FW, Single
Class CW-PG55- Size tested 3480 x 1832mm
(137x72 in)—FW, 2-Wide
AAMA 450-06 Vertical Mulled Rating- C55
Applied Rating C55
Secondary Designator: Canadian Air Infiltration/Exfiltration=A3
Negative Design Pressure=3360Pa(-70psf)
Test Completion Date: 06/24/10
Operating Force : N/A lbs max.
Air Infiltration: <.01 cfm/ft2 (Single) , .01 cfm/ft2 (Twin)
Water Resistance Test Pressure: 8.25 psf
Uniform Load Deflection Test Pressure: +55 /-70 psf
Uniform Load Structural Test Pressure: +82.5 /-105 psf
Forced Entry Resistance: Grade 10
Impact: Wind Zone 3
Cyclic +55 /-70
Weather Shield Number: 550330456-006
Reference must be made to Report No. TCT003413P-0108.01, dated 10/01/10 for complete test
specimen description and detailed test results.
STOR ®,
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003413P-0108.01 Page 1 of 10
DATE: 10/01/10
STORK®TWIN CITY TESTING
115 S. 84th Ave.
Wausau,WI 54401
IN-PLANT TESTING OF A 1204 CASEMENT PICTURE
2-WIDE (69 x 72)
(550330456-006)
MANUFACTURED BY
WEATHER SHIELD MANUFACTURING,INC.
Prepared for:
WEATHER SHIELD MANUFACTURING,INC.
Attn: Ms.Pamela Stacke
One Weather Shield Plaza
P.O.Box 309
Medford, WI 54451
Test Date: 06/09/10 -06/24/10
Expiration Date: 06/10/14
Prepared By: Reviewed By:
19 On V
Dan Wadzinski John R. Bordagaray
Technician Manager of Fenestration Testing
Product Testing Department Product Testing Department
Telephone: (715) 848-3935 Telephone: (715) 848-3935
The test results contained in this report pertain only to the specimens tested and not
necessarily to all similar products.
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
STORK®
® Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003413P-0108.01 Page 2 of 10
DATE: 10/01/10
IN-PLANT TESTING OF A 1204 CASEMENT PICTURE 2-WIDE (69x72)
INTRODUCTION:
This report presents the results of in-plant testing conducted on a Mulled Picture window
manufactured by Weather Shield Manufacturing Inc. This work was requested and
authorized by Mr. Mark Brandner of Weather Shield Manufacturing Inc. with testing
conducted on June 9 - 24, 2010 at Weather Shield R & D facility. The purpose of the
testing was to determine the performance of the window for air infiltration, water
resistance, structural integrity and resistance to windborne debris.
TEST RESULTS SUMMARY:
The window described herein meets or exceeds the following specifications:
AAMA/WDMA/CSA FW-055 1740x1832 (69x72) Single
101/I.S.2/A440-05 FW-055 3480x1832 (137x72)2-wide
AAMA/WDMA/CSA Class CW-PG55 - Size tested 1740 x 1832mm
101/I.S.2/A440-08 (69x72 in)—FW,Single
Class CW-PG55 - Size tested 3480 x 1832mm
(137x72 in)—FW 2-wide
AAMA 450-06 Vertical Mulled Rating- C55
Applied Rating C55
Secondary Designator: Canadian Air Infiltration/Exfiltration=A3
Negative Design Pressure=3360Pa(-70psf)
ANSI/AAMA/N W WDA F-055 69x72 Single
101/I.S.2-97: F-055 137x72 2-Wide
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
STORK®
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003413P-0108.01 Page 3 of 10
DATE: 10/01/10
TEST RESULTS SUMMARY CON'T:
ASTM E1886-05' +55/-70psf
ASTM E1886-04' +55/-70psf
ASTM El 886-02' +55/-70psf
ASTM E1886-97' +55/-70psf
ASTM E1996-09 Missile D, Wind Zone 3
ASTM E1996-08 Missile D, Wind Zone 3
ASTM El 996-06 Missile D, Wind Zone 3
ASTM E1996-05' 05b Missile D, Wind Zone 3
ASTM E1996-04' Missile D, Wind Zone 3
ASTM E1996-02' Missile D, Wind Zone 3
SAMPLE DESCRIPTION:
Overall Unit Size: 3480mm(137")wide x 1832mm (72.13")high
Overall Unit Area: 6.39m2 (68.62 ft2)
Individual Unit Size: 1740mm(68.50")wide x 1832mm(72.13")high
Individual Unit Area: 3.19m2 (34.31 ft2)
Sash Size: 1703mm (67.06")wide x 1794mm(70.63")high
Overall Sash Crack: 13.94m(45.72')
Individual Sash Crack: 6.97m(22.86')
Finish: Aluminum exterior and wood interior
Glazing: The windows utilized nominal 22mm (7/8") insulated glass comprised of 3.9mm
(5/32") annealed to the exterior and (13/32") (5/32" heat strengthened / .090" SGP / 5/32"
heat strengthened) to the interior measuring 1635mm (64-3/8") wide x 1724mm (67-7/8)"
separated by a Dura-lite spacer system. The glass was set from the interior against National
Starch Perfect Glaze H back bedding. In addition a back bed of Sika glazing compound was
used in the glazing pocket and on the interior surface of the glass before the wood interior
stops were applied. Wood interior glass stops are secured with 25mm (1")brad nails spaced
51 mm(2")from each end, and 203mm to 254mm(8"to 10") on center.
Spacer Description: Butyl Composite
Frame Construction: The molded pine frame members were butted, sealed, and secured
with three 16ga. x 13mm x 44mm (1/2" x 1-3/4") staples per corner. Exterior extruded
aluminum cladding was snap-fit to the wood frames and secured with 18ga. x 10mm x
10mm (3/8"x 3/8") staples at the head, side and sill. The exterior aluminum corners were
miter cut, sealed and secured with one #6 x 32mm (1-1/4") SMS 18-8 SS screw per
corner. The sill stop was secured with #8 x 41mm (1-5/8") PH screws spaced
approximately 406mm (16")on center.
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use This report is the confidential properly of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
STD RI4R
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003413P-0108.01 Page 4 of 10
DATE: 10/01/10
SAMPLE DESCRIPTION (CON'T):
Sash Construction: The molded pine sash members utilized open mortise and tenon
construction that was secured with one #8 x 64mm (2-1/2") PFH SS screw through the
stile into the rail and one#8 x 64mm(2-1/2") PFH SS screw through the rail into the stile
per corner. The extruded aluminum clad was snap-fit onto the wood members with the
corners miter cut and secured with one #6 x 44mm (1-3/4") SS screw per corner. The
sash was secured to the frame with #6 x 51mm (2") PFH screws spaced approximately
76mm (3") from each corner and 254mm-305mm (10"-12") on center.
Mull Construction: The two units are sealed together with a continuous bead of silicone
sealant and secured with corrugated nails along the interior wood seam spaced 102mm to
152mm (4" to 6") on center and an aluminum mull cover snap-fit over the exterior clad
seam. A 51mm x 305mm (2" wide x 12" long) galvanized mull plate is secured across the
mull seams at the head and sill with five 11mm (7/16") x 13mm (1/2") crown staples each
side.
Reinforcement:None
Screen Construction: None
Weatherstripping:
Description Quantity Location
Flexible leaf with rigid base 1 row Inner frame perimeter
0.250"hollow vinyl bulb l row Outer frame perimeter
Hardware: None
Drainage: Sloped sill
Installation: The test specimen was installed within a 38mm x 241mm (1-1/2" x 9-1/2")
SPF wood buck with a 6mm(1/4")gap between the frame and rough opening. The window
frames were secured by three different methods into the wood buck. The first by utilizing
the integral extruded aluminum nailing fin with#6 x 41mm (1-5/8") screws spaced 203mm
to 254mm (8"to 10") on center and sealed with silicone sealant. The second by utilizing 20
gauge x 38mm (1-1/2") x 140mm (5-1/2") galvanized steel installation clips spaced 152mm
(6") from each corner and 254mm-305mm (10"-12") on center at the head, sill and side
jambs. The clips were secured to the window jambs with four #6 x 13mm (1/2") PPH
screws and to the buck with four#6 x 41mm (1-5/8") drywall screws. The third method is
#8 x 64mm (2-1/2") drywall screws through the jambs into the buck spaced 152mm (6")
from each corner and 305mm-406mm (12"-16") on center. All three methods utilized two
installation clips at each mull end which were screwed to the buck with four#7 x 41mm (1-
5/8") screws per clip and four#6 x 13mm(1/2") screws holding the clip to the unit.
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
STO
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003413P-0108.01 Page 5 of 10
DATE: 10/01/10
TEST RESULTS:
Paragraph ACTUAL REQUIREMENTS
5.3.2 Air Infiltration
Chamber Pressure, Pa(psf) +75 (+1.57) +75 (+1.57)
L/s/m2 (cfm/ft2) 2 wide .05 (.01) 1.5 (.30)maximum
L/s/m2 (cfm/ft2) Single .05 (<.01) 1.5 (.30)maximum
The tested specimen meets or exceeds the performance levels specified in
101/I.S.2/A440-05, 101/LS.2/A440-08 and 101/I.S.2-97 for air infiltration
5.3.2.2 Air Exfiltration
Chamber Pressure, Pa(psf) -75 (-1.57) -75 (-1.57)
L/s/m2 (cfm/ft2) 2-wide .05 (.01) 1.5 (.30)maximum
L/s/m2 (cfm/ft2) Single .10 (.02) 1.5 (.30)maximum
AVERAGE L/s/m2 2-wide .05 (.01) <.50 (0.10) =A3
AVERAGE L/s/m2 Single .05 (.01) <.50 (0.10)=A3
5.3.3 Static Water Penetration
Chamber Pressure, Pa(psf) +400 (8.25) +400 (8.25)
Pressurized Duration,min. 5.0 5.0
Unpressurized Duration, min. 1.0 1.0
Cycles 4 4
Water Penetration NONE No water shall flow
over the interior face.
4.3 ANSUAAMA/NWWDA 101/I.S.2-97:
Static Water Penetration
Chamber Pressure, Pa(psf) +400 (8.25) +400 (8.25)
Pressurized Duration, min. 15.0 15.0
Cycles 1 1
Water Penetration NONE No water shall flow over the
interior face.
NAILFIN INSTALLATION
5.3.4.2 Uniform Load Deflection
Chamber Pressure, Pa(psf) +2640 (+55) +2640 (+55)
Duration, sec. 60.00 10.00
Mull Span,mm(in.) 1803 (71) ----
Mull Deflection,mm (in.) 5.44 (.214) <L/175 = 10.31 (.406)max
Stile Span, mm (in.) 254 (10) ----
Stile Deflection,mm (in.) 0 (0) <L/175 = 1.45 (.057) max
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
STOF31-4®
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003413P-0108.01 Page 6 of 10
DATE: 10/01/10
TEST RESULTS CON'T:
Paragraph ACTUAL REQUIREMENTS
5.3.4.2
Chamber Pressure, Pa(psf) -3360 (-70) -2640 (-55)
Duration, sec. 60.00 10.00
Mull Deflection, mm (in.) 8.20 (.323) <L1175 = 10.31 (.406)max
Stile Deflection, mm (in.) .03 (.001) <L/175 = 1.45 (.057)max
5.3.4.3 Structural Load Test
Chamber Pressure, Pa(psf) +3960 (+82.5) +3960 (+82.5)
Duration, sec. 10.00 10.00
Mull Permanent Set,mm(in.) .127 (.005) <0.3%L=5.41 (.213) max
Stile Permanent Set, mm (in.) .03 (.001) <0.3%L=.762 (.030)max
Chamber Pressure, Pa(psf) -5040 (-105) -3960 (-82.5)
Duration, sec. 10.00 10.00
Mull Permanent Set, mm (in.) .20 (.008) <0.3%L=5.41 (.213) max
Stile Permanent Set, mm (in.) 0 (0) <0.3%L = .762 (.030) max
INSTALLATION CLIPS:
5.3.4.2 Uniform Load Deflection
Chamber Pressure,Pa(psf) +2640 (+55) +2640 (+55)
Duration, sec. 60.00 10.00
Mull Span,mm(in.) 1803 (71) ----
Mull Deflection, mm (in.) 5.82 (.229) <L/175 = 10.31 (.406)max
Stile Span, mm (in.) 254(10) ----
Stile Deflection, mm (in.) .10 (.004) <L/175 = 1.45 (.057)max
Chamber Pressure, Pa(psf) -3360 (-70) -2640 (-55)
Duration, sec. 60.00 10.00
Mull Deflection, mm (in.) 7.98 (.314) <L1175 = 10.31 (.406) max
Stile Deflection, mm (in.) .23 (.009) <L/175 = 1.45 (.057) max
5.3.4.3 Structural Load Test
Chamber Pressure, Pa(psf) +3960 (+82.5) +3960 (+82.5)
Duration, sec. 10.00 10.00
Mull Permanent Set, mm (in.) .25 (.010) <0.3%L = 5.41 (.213)max
Stile Permanent Set, mm (in.) 0 (0) <0.3%L= .76 (.030)max
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003413P-0108.01 Page 7 of 10
DATE: 10/01/10
TEST RESULTS CON"T:
Paragraph ACTUAL REQUIREMENTS
5.3.4.3
Chamber Pressure, Pa(psf) -5040 (-105) -3960 (-82.5)
Duration, sec. 10.00 10.00
Mull Permanent Set, mm (in.) .08 (.003) <0.3%L= 5.41 (.213)max
Stile Permanent Set,mm (in.) .03 (.001) <0.3%L= .76 (.030)max
SCREWS THRU FRAME:
5.3.4.2 Uniform Load Deflection
Chamber Pressure,Pa(psf) +2640 (+55) +2640 (+55)
Duration, sec. 60.00 10.00
Mull Span, mm(in.) 1803 (71) ----
Mull Deflection, mm(in.) 5.26 (.207) <L/175 = 10.31 (.406) max
Stile Span, mm (in.) 254 (10) ----
Stile Deflection, mm (in.) .15 (.006) <L1175 = 1.45 (.057)max
Chamber Pressure, Pa(psf) -3360 (-70) -2640 (-55)
Duration, sec. 60.00 10.00
Mull Deflection, mm (in.) 8.03 (.316) <L/175 = 10.31 (.406) max
Stile Deflection, mm (in.) .20 (.008) <L/175 = 1.45 (.057) max
5.3.4.3 Structural Load Test
Chamber Pressure, Pa(psf) +3960 (+82.5) +3960 (+82.5)
Duration, sec. 10.00 10.00
Mull Permanent Set, mm(in.) .13 (.005) <0.3%L =5.41 (.213)max
Stile Permanent Set, mm (in.) .03 (.001) <0.3%L= .76 (.030)max
Chamber Pressure, Pa(psi) -5040 (-105) -3960 (-82.5)
Duration, sec. 10.00 10.00
Mull Permanent Set,mm(in.) .53 (.021) <0.3%L=5.41 (.213) max
Stile Permanent Set,mm (in.) 0 (0) <0.3%L = .76 (.030)max
5.3.5 Forced Entry Test Grade 10 No Entry No Entry
TEST RESULTS ASTM E1996,E1886:
TEST SEQUENCE:
a. Missile Impact
b. Positive Cyclic Load
c. Negative Cyclic load
Information and statements in this report are derived from material,information and/or specifications fumished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003413P-0108.01 Page 9 of 10
DATE: 10/01/10
TEST RESULTS CON'T:
CYCLIC LOAD TEST:
The specimens tested meets or exceed the Pass/Fail Criteria of ASTM 1996-09
CYCLIC TEST PRESSURE:
(Pd),n=Pmax=2640 PA(55 psf)
(Pd)out= =3360 PA(70 psf)
Test Unit(s) #1, #2, and#3
POSITIVE
# OF INWARD ACTING CYCLES/STAGE
528— 1320 PA 0— 1584 PA 1320—2112 PA 792—2640 PA
(11 —27.5 psf) (0—33 psf) (27.5—44 psf) (16.5 —55 psf)
1.4 Seconds 2.2 Seconds 1.3 Seconds 1.7 Seconds
3500 300 600 100
TEST RESULTS CON'T:
NEGATIVE
# OF OUTWARD ACTING CYCLES/STAGE
1008—3260 PA 1680—2688 PA 0—2016 PA 672— 1680PA
(2l —70 psf) (35—56 psf) (0—42 psf) (14—35 psf)
2.3 Seconds 1.4 Seconds 2.3 Seconds 1.6 Seconds
50 1050 50 3350
Remarks: All samples were inspected carefully upon completion of the cyclic test for
failures.None were found. As such,this product was found to satisfy the cyclic test
requirements of ASTM 1886-05 and the Pass/Fail Criteria in ASTM 1996-09.
General Note: 2 mil plastic was required during cycling, but it did not have any effect on
test results.
Official Observers: (part or all of testing)
Dan Wadzinski—Stork Twin City Testing
Mark Brandner—Weather Shield Manufacturing, Inc.
Information and statements in this report are derived from material,information and/or specifications fumished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title IS,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003413P-0108.01 Page 10 of 10
DATE: 10/01/10
TEST PROCEDURE:
The tests were conducted in accordance with ASTM, 101/I.S.2/A440-05, 101/I.S.2/A440-
08 and 101/I.S.2-97 test procedures and the results were compared to the performance
requirements.
REMARKS:
The horizontal and vertical cross-section drawings of the test specimen were reviewed by
Stork Twin City Testing, and those drawings matched the tested specimen. The tested
window remained in the custody of Stork Twin City Testing after testing was completed.
Stork Twin City Testing will retain detailed drawings, corner samples, and a copy of this
report. The above results were obtained by using the designated test methods and they
indicate compliance with the performance requirements of the above referenced guidelines.
Certification of this product may only be granted by a certification administrator.
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
Materials Technology Twin City Testing Corporation
November 23, 2010
Associated Lab, Inc.
Attn: Mr. Brad Schultz
P.O. Box 152837
Dallas, TX 75215
Subject: Weather Shield Manufacturing, Inc.
Unit Description Twin City Testing Gateway—yes
Report Number or Gateway
Report#
1204 Casement 2-Wide 32x72 with Casement Picture TCT003714P- 180-7935.01
64x33 stacked above 0117.01 and
TCT003413P-
0108.01
Mr. Schultz:
Enclosed is the most recent test report for the above referenced windows for the AAMA Certification Program.
Please refer to individual report for each unit 101/I.S.2/A440-05 performance level results. If you have any
questions, please feel free to contact me.
Sincerely, Copy:
STORK-TWIN CITY TESTING Weather Shield Manufacturing, Inc.
Attn: Pam Stacke
One Weather Shield Plaza
a/r1 P.O. Box 309
Medford, WI 54451
Dan Wadzinski
STO I-411
Materials Technology Stork Twin City Testing Corporation
Summary of Test Results
Product Manufacturer: Weather Shield Manufacturing, Inc.
Product Type: Casement/Fixed
Product Series/Model: 1204 Casement 2-Wide 32x72 with Casement
Picture 64x33 stacked above
Primary Product Designator:
AAMA/WDMA/CSA C-055 813x1832 (32x72) Single
101/LS.2/A440-05 C-055 1626x1832 (64x72) 2-Wide
C-055 1626x2667 (64x105) Mull Assembly
AAMA/WDMAJCSA Class CW-PG55-Size tested 813 x 1832mm
101/I.S.2/A440-08 (32x72 in)—C,Single
Class CW-PG55-Size tested 1626 x 1832mm
(64x72 in)—C, 2-Wide
Class CW-PG55 - Size tested 1626 x 2667mm
(64x105 in)—C, Mull Assembly
AAMA 450-10 Vertical Mulled Rating- C55
Applied Rating C55
Secondary Designator: Canadian Air Infiltration/Exfiltration=A3
Negative Design Pressure=3360Pa(-70psf)
Test Completion Date: 10/08/10
Operating Force : 2.10 lbs max.
Air Infiltration: .02 cfm/ft2
Water Resistance Test Pressure: 8.25 psf
Uniform Load Deflection Test Pressure: +55 /-70 psf
Uniform Load Structural Test Pressure: +82.5 /-105 psf
Forced Entry Resistance: Grade 10
Impact: Wind Zone 3
Cyclic +55 /-70
Weather Shield Number: 550330456-001
Reference must be made to Report No. TCT003714P-0117.01, dated 11/23/10 for complete test
specimen description and detailed test results.
STC) 14®
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003714P-0117.01 Page 1 of 13
EAR-CONTROLLED DATA DATE: 11/23/10
STORK®TWIN CITY TESTING
115 S. 84th Ave.
Wausau,WI 54401
IN-PLANT TESTING OF A 1204 CASEMENT 2-WIDE (32 x 72)
WITH CASEMENT PICTURE (64 x 33) STACKED ABOVE
(550330456-001)
MANUFACTURED BY
WEATHER SHIELD MANUFACTURING,INC.
Prepared for:
WEATHER SHIELD MANUFACTURING, INC.
Attn: Ms. Pamela Stacke
One Weather Shield Plaza
P.O.Box 309
Medford,WI 54451
Test Date: 06/24/10- 10/08/10
Expiration Date: 10/08/14
Prepared By: Reviewed By:
V4,1104.
Dan Wadzinski John R. Bordagaray
Technician Manager of Fenestration Testing
Product Testing Department Product Testing Department
Telephone: (715) 848-3935 Telephone: (715) 848-3935
The test results contained in this report pertain only to the specimens tested and not
necessarily to all similar products.
This document contains technical data whose export and re-export/re-transfer is
subject to control by the U.S. Department of Commerce under the Export
Administration Act and the Export Administration Regulations.
The Department of Commerce's prior written approval is required for the export
re-export/re-transfer of such technical information to any foreign person, foreign
entity or foreign organization whether in the United States or abroad.
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003714P-0117.01 Page 2 of 13
EAR-CONTROLLED DATA DATE: 11/23/10
IN-PLANT TESTING OF A 1204 CASEMENT 2-WIDE (32x72) WITH
CASEMENT PICTURE (64x33) STACKED ABOVE
INTRODUCTION:
This report presents the results of in-plant testing conducted on a Mulled Casement/
Picture window manufactured by Weather Shield Manufacturing Inc. This work was
requested and authorized by Mr. Mark Brandner of Weather Shield Manufacturing Inc.
with testing conducted on June 24, 2010 — October 8, 2010 at Weather Shield R & D
facility and Stork Twin City Testing facility. The purpose of the testing was to determine
the performance of the window for air infiltration, water resistance, structural integrity
and resistance to windborne debris.
TEST RESULTS SUMMARY:
The window described herein meets or exceeds the following specifications: (t)For
individual performance levels refer to Stork Twin City Testing Gateway report 180-
7935.01 for the Casement. For individual requirements for the Picture, see Stork Twin
City Testing gateway report number TCT003413P-0108.
AAMA/WDMA/CSA C-055 813x1832 (32x72) Single
101/I.S.2/A440-05 C-055 1626x1832 (64x72)2-wide
C-055 1626x2667 (64x105) Mull Assembly
AAMA/WDMA/CSA Class CW-PG55-Size tested 813 x 1832mm
101/I.S.2/A440-08 (32x72 in)—C, Single
Class CW-PG55- Size tested 1626 x 1832mm
(64x72 in)—C, 2-wide
Class CW-PG55- Size tested 1626 x 2667mm
(64x105 in)—C, Mull Assembly
AAMA 450-10 Vertical Mulled Rating- C55
Applied Rating C55
Secondary Designator: Canadian Air Infiltration/Exfiltration=A3
Negative Design Pressure=3360Pa(-70psf)
ANSI/AAMA/NWWDA F-055 32x72 Single
101/I.S.2-97: F-055 64x72 2-Wide
F-055 64x105 Mull Assembly
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating wit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003714P-0117.01 Page 3 of 13
EAR-CONTROLLED DATA DATE: 11/23/10
TEST RESULTS SUMMARY CON'T:
ASTM E1886-05' +55/-70psf
ASTM E1886-04' +55/-70psf
ASTM E1886-02' +55/-70psf
ASTM E1886-97' +55/-70psf
ASTM E1996-09 Missile D, Wind Zone 3
ASTM E1996-08 Missile D, Wind Zone 3
ASTM E1996-06 Missile D,Wind Zone 3
ASTM E1996-05' 05b Missile D, Wind Zone 3
ASTM E1996-04' Missile D, Wind Zone 3
ASTM E1996-02' Missile D, Wind Zone 3
SAMPLE DESCRIPTION:
Overall Unit Size: 1626mm(64")wide x 2667mm(105")high
Overall Unit Area: 4.35m2 (46.67 ft2)
Casement Twin Size: 1626mm(64")wide x 1832mm (72.13")high
Casement Twin Area: 2.99m2 (32.06 ft2)
Casement Unit Size: 813mm(32")wide x 1832mm(72.13") high
Casement Unit Area: 1.49m2 (16.03 ft2)
Sash Size Picture: 1589mm(62.56")wide x 794mm(31.25")high
Sash Size Casement: 776mm(30.56")wide x 1794mm(70.63")high
Overall Sash Crack: 15.07m (49.43')
Casement Twin Sash Crack: 10.28m(33.73')
Individual Sash Crack: 5.14m(16.86')
Finish: Aluminum exterior and wood interior
Glazing: The Casement windows utilized nominal 22mm(7/8")insulated glass comprised
of 3.1mm (1/8") clear annealed glass to the exterior and 3.1mm (1/8") annealed / .090"
KSM / 3.1mm (1/8") annealed Lifeguard to the interior measuring 708mm (27-7/8") wide
by 1724mm (67-7/8") high. The Picture window utilized nominal 22mm (7/8") insulated
glass comprised of 3.9mm (5/32") clear annealed glass to the exterior and 3.9mm (5/32")
annealed / .090" SGP / 3.9mm (5/32") annealed Lifeguard to the interior measuring
1521mm (59-7/8") wide by 724mm (28-1/2") high. Both were separated with a Dura-lite
spacer system. The glass was set from the interior against National Starch Perfect Glaze H
back bedding. In addition a back bed of Sika glazing compound was used in the glazing
pocket and on the interior surface of the glass before the wood interior stops were applied.
Wood interior glass stops are secured with 25mm (1") brad nails spaced 51mm (2") from
each end,and 203mm to 254mm(8"to 10")on center.
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
maybe punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
STOP
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003714P-0117.01 Page 4 of 13
EAR-CONTROLLED DATA DATE: 11/23/10
SAMPLE DESCRIPTION(CON'T):
Spacer Description: Butyl Composite
Picture Frame Construction: The molded pine frame members were butted, sealed, and
secured with three 16ga. x 11mm x 44mm (7/16" x 1-3/4") staples per corner. Exterior
extruded aluminum cladding was snap-fit to the wood frames and secured with 18ga. x
10mm x 10mm (3/8"x 3/8") staples at the head, side and sill. The exterior aluminum
corners were miter cut, sealed and secured with one #6 x 32mm (1-1/4") SMS 18-8 SS
screw per corner.
Picture Sash Construction: The molded pine sash members utilized open mortise and
tenon construction that was secured with one#8 x 64mm (2-1/2") PFH SS screw through
the stile into the rail and one#8 x 64mm (2-1/2") PFH SS screw through the rail into the
stile per corner. The extruded aluminum clad was snap-fit onto the wood members with
the corners miter cut and secured with one #6 x 44mm (1-3/4") SMS SS screws per
corner. The sash was secured to the frame with #6 x 51mm (2") PFH screws spaced
76mm (3")from each corner and 254mm (10")on center.
Casement Frame Construction: Frame members utilized butted and sealed corner
construction secured with three 16 gauge x 11mm (7/16") crown x 44mm (1-3/4") long
staples per corner. Exterior extruded aluminum TFT was snap fit to the frame and
secured with 18 gauge x 16mm (3/8") crown x 16mm (3/8") long staples on the head,
side jambs, and sill. The aluminum corners were miter cut with corner keys, one per
corner, and secured with one #6 x 44mm (1-1/4) SMS 410 SS screw per corner. The
wood sill operator cover was sealed and secured to the sill with 13mm (1/2") x 38mm (1-
1/2") staples. A gasket was applied between the operator and the sill.
Casement Sash Construction: The sash consisted of molded pine members with the
corners utilizing open mortise and tenon construction, and were secured with one 14 gauge
x 64mm (2-1/2") brads, one through the stile into the rail and one 14 gauge x 44mm (1-
3/4") brad through the rail into the stile per corner. A #8 x 64mm (2-1/2") screw is
applied through the rail into the stile per corner. The extruded aluminum clad was snap-
fit onto the wood members with the corners miter cut and secured with one #6 x 44mm
(1-3/4") SMS SS screws per corner.
Vertical Mull Construction: The two units are sealed together with a continuous bead of
silicone sealant and secured with corrugated nails along the interior wood seam spaced
76mm to 152mm(3"to 6") on center and an aluminum mull cover snap-fit over the exterior
clad seam. A 51mm x 305mm(2"wide x 12" long) galvanized mull plate is secured across
the mull seams at the sill with five 11 mm(7/16")x 13mm(1/2")crown staples each side.
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003714P-0117.01 Page 5 of 13
EAR-CONTROLLED DATA DATE: 11/23/10
SAMPLE DESCRIPTION (CON'T):
Horizontal Mull Construction: The two casement units and the picture above are sealed
together with a continuous bead of silicone sealant and fastened together with three
corrugated nails and a 76mm x 305mm (3" wide x 12" long) galvanized plate across each
end seam of the side jambs secured with six 11mm (7/16") crown x 13mm (1/2tt) staples
each side. The interior wood seam is fastened together with corrugated nails spaced
152mm to 203mm (6" to 8") on center. An aluminum mull cover is snap-fit over the
exterior clad seam.
Reinforcement: None
Screen Construction: None
Weatherstripping:
Description Quantity Location
0.275" Hollow bulb w/ offset 1 row Head and side of the
rigid base (kerf fit) perimeter of frame exterior
side
Flexible leaf w/rigid base (kerf 1 row Perimeter of frame interior
fit) side
0.250" Hollow bulb w/rigid 1 row Operator cover
base (kerf fit)
Hardware: Each Casement
Description Quantity Location
Truth hinges 2 ea. Head and sill
Truth single arm operator 1 ea. Sill
Truth box locks with 2 ea. Lock side jamb
reinforced keepers
Two piece metal snubber 3 ea. Side jamb, sash stile, hinge
side
T-Nut 4 per lock Lock
Drainage: Sloped sill
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003714P-0117.01 Page 6 of 13
EAR-CONTROLLED DATA DATE: 11/23/10
SAMPLE DESCRIPTION (CON'T):
Installation: The test specimen was installed within a 38mm x 241mm (1-1/2" x 9-1/2")
SPF wood buck with a 6mm(1/4") gap between the frame and rough opening. The window
frames were secured by three different methods into the wood buck. The first by utilizing
the integral extruded aluminum nailing fin with#6 x 41mm (1-5/8") screws spaced 203mm
to 254mm(8"to 10")on center and sealed with silicone sealant. The second by utilizing 20
gauge x 38mm (1-1/2") x 140mm (5-1/2") galvanized steel installation clips spaced 152mm
(6") from each corner and 254mm-305mm (10"-12") on center at the head, sill and side
jambs. The clips were secured to the window jambs with four #6 x 13mm (1/2") PPH
screws and to the buck with four#6 x 41mm (1-5/8") drywall screws. The third method is
#8 x 64mm (2-1/2") drywall screws through the jambs into the buck spaced 152mm (6")
from each corner and 305mm-356mm (12"-14") on center. All three methods utilized two
installation clips at each mull end which were screwed to the buck with four#7 x 41mm (1-
5/8")screws per clip and four#6 x 13mm(1/2") screws holding the clip to the unit.
TEST RESULTS:
Paragraph ACTUAL REQUIREMENTS
5.3.2 Air Infiltration
Chamber Pressure, Pa(psf) +75 (+1.57) +75 (+1.57)
L/s/m2 (cfin/ft2) Mull Assembly .10 (.02) 1.5 (30)maximum
L/s/m2 (cfin/ft2) 2 wide .15 (.03) 1.5 (.30)maximum
L/s/m2 (cfm/ft2) Single .20 (.04) 1.5 (.30)maximum
The tested specimen meets or exceeds the performance levels specified in
101/1.S.2/A440-05, 101/1.S.2/A440-08 and 101/1.S.2-97 for air infiltration
5.3.2.2 Air Exfiltration
Chamber Pressure, Pa(psf) -75 (-1.57) -75 (-1.57)
L/s/m2(cfm/ft2) Mull Assembly .10 (.02) 1.5 (.30) maximum
L/s/m2(cfm/ft2) 2-wide .15 (.03) 1.5 (.30)maximum
L/s/m2 (cfin/ft2) Single .20 (.04) 1.5 (.30)maximum
AVERAGE L/s/m2 Mull .10 (.02) <.50 (0.10)=A3
AVERAGE L/s/m2 2-wide .15 (.03) <.50(0.10) =A3
AVERAGE L/s/m2 Single .20 (.04) <.50 (0.10)=A3
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the matenal tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003714P-0117.01 Page 7 of 13
EAR-CONTROLLED DATA DATE: 11/23/10
TEST RESULTS CON'T:
Paragraph ACTUAL REQUIREMENTS
5.3.3 Static Water Penetration
Chamber Pressure,Pa(psf) +400 (8.25) +400 (8.25)
Pressurized Duration,min. 5.0 5.0
Unpressurized Duration, min. 1.0 1.0
Cycles 4 4
Water Penetration NONE No water shall flow
over the interior
face.
43 ANSI/AAMA/NWWDA 101/I.S.2-97:
Static Water Penetration
Chamber Pressure, Pa(psf) +400 (8.25) +400 (8.25)
Pressurized Duration, min. 15.0 15.0
Cycles 1 1
Water Penetration NONE No water shall flow over
the interior face.
NAILFIN INSTALLATION
5.3.4.2 Uniform Load Deflection
Chamber Pressure, Pa(psf) +2640 (+55) +2640 (+55)
Duration, sec. 60.00 10.00
Horizontal Mull Span, mm (in.) 1600 (63) ----
Horizontal Mull Deflection, mm 4.17 (.164) <L1175 =9.14 (.36) max
(in.)
Vertical Mull Span, mm (in.) 1829 (72) ----
Vertical Mull Deflection, mm (in.) 3.61 (.142) <L 1175 = 10.41 (.41) max
Stile Span,mm (in.) 1080(42.5) ----
Stile Deflection, mm (in.) 1.68 (.066) <L1175 =6.17 (.243)max
Chamber Pressure, Pa(psf) -3360 (-70) -2640 (-55)
Duration, sec. 60.00 10.00
Horizontal Mull Deflection,mm 6.27 (.247) <L/175 =9.14(.36)max
(in.)
Vertical Mull Deflection, mm (in.) 5.51 (.217) <L1175 = 10.41 (.41) max
Stile Deflection, mm (in.) 4.47 (.176) <L1175 =6.17 (243)max
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
STO K®
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003714P-0117.01 Page 8 of 13
EAR-CONTROLLED DATA DATE: 11/23/10
TEST RESULTS CON'T:
Paragraph ACTUAL REQUIREMENTS
5.3.4.3 Structural Load Test
Chamber Pressure, Pa(psf) +3960 (+82.5) +3960 (+82.5)
Duration, sec. 10.00 10.00
Horizontal Mull Permanent Set, .279 (.011) <0.3%L=4.80 (.189)max
mm (in.)
Vertical Mull Permanent Set, mm .127 (.005) <0.3%L = 5.49 (.216)max
(in.)
Stile Permanent Set, mm(in.) .03 (.001) <0.3%L=3.68 (.145) max
Chamber Pressure, Pa(psf) -5040(-105) -3960 (-82.5)
Duration, sec. 10.00 10.00
Horizontal Mull Permanent Set, .431 (.017) <0.3%L=4.80 (.189) max
mm (in.)
Vertical Mull Permanent Set, mm .10 (.004) <0.3%L=5.41 (.216) max
(in.)
Stile Permanent Set, mm(in.) .33 (.013) <0.3%L =3.68 (.145) max
INSTALLATION CLIPS:
5.3.4.2 Uniform Load Deflection
Chamber Pressure,Pa(psf) +2640 (+55) +2640 (+55)
Duration, sec. 60.00 10.00
Horizontal Mull Span, mm (in.) 1600 (63) ----
Horizontal Mull Deflection, mm 4.70 (.185) <L1175 =9.14 (.36)max
(in.)
Vertical Mull Span, mm(in.) 1829 (72) ----
Vertical Mull Deflection,mm (in.) 3.96 (.156) <L/175 = 10.41 (.41)max
Stile Span, mm (in.) 1089 (42.5) ----
Stile Deflection, mm (in.) 1.83 (.072) <L1175 =6.17 (.243)max
Chamber Pressure, Pa(psf) -3360 (-70) -2640 (-55)
Duration, sec. 60.00 10.00
Horizontal Mull Deflection, mm 8.05 (.317) <L1175 =9.14 (.36)max
(in.)
Vertical Mull Deflection, mm(in.) 6.83 (.269) <L1175 = 10.41 (.41)max
Stile Deflection,mm(in.) 3.05 (.120) <L/175 =6.17 (.243)max
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
STO Pi®
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003714P-0117.01 Page 9 of 13
EAR-CONTROLLED DATA DATE: 11/23/10
TEST RESULTS CON'T:
Paragraph ACTUAL REQUIREMENTS
5.3.4.3 Structural Load Test
Chamber Pressure, Pa(psf) +3960 (+82.5) +3960 (+82.5)
Duration, sec. 10.00 10.00
Horizontal Mull Permanent Set, .381 (.015) <0.3%L=4.80 (.189)max
mm (in.)
Vertical Mull Permanent Set, mm .127 (.005) <0.3%L= 5.49 (.216)max
(in.)
Stile Permanent Set, mm(in.) .03 (.001) <0.3%L=3.68 (.145)max
Chamber Pressure, Pa(psf) -5040 (-105) -3960 (-82.5)
Duration, sec. 10.00 10.00
Horizontal Mull Permanent Set, .381 (.015) <0.3%L=4.80 (.189)max
mm (in.)
Vertical Mull Permanent Set, mm .10 (.004) <0.3%L=5.49 (.216) max
(in.)
Stile Permanent Set, mm(in.) .20 (.008) <0.3%L=3.68 (.145)max
SCREWS THRU FRAME:
5.3.4.2 Uniform Load Deflection
Chamber Pressure, Pa(psf) +2640 (+55) +2640 (+55)
Duration, sec. 60.00 10.00
Horizontal Mull Span,mm (in.) 1600 (63) ----
Horizontal Mull Deflection, mm 3.73 (.147) <L 1175 =9.14 (.36) max
(in.)
Vertical Mull Span, mm (in.) 1829 (72) ----
Mull Deflection, mm (in.) 3.73 (.147) <L1175 = 10.41 (.41) max
Stile Span,mm (in.) 1080 (42.5) ----
Stile Deflection, mm (in.) 1.40 (.055) <L1175 = 6.17 (.243)max
Chamber Pressure, Pa(psf) -3360 (-70) -2640 (-55)
Duration, sec. 60.00 10.00
Horizontal Mull Deflection, mm 6.02 (.237) <L/175 =9.14 (.36) max
(in.)
Vertical Mull Deflection, mm(in.) 5.92 (.233) <L1175 = 10.41 (.41)max
Stile Deflection, mm (in.) 3.71 (.146) <L1175 =6.17 (.243)max
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
STORK®
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003714P-0117.01 Page 10 of 13
EAR-CONTROLLED DATA DATE: 11/23/10
TEST RESULTS CON'T:
Paragraph ACTUAL REQUIREMENTS
5.3.4.3 Structural Load Test
Chamber Pressure, Pa(psf) +3960 (+82.5) +3960 (+82.5)
Duration, sec. 10.00 10.00
Horizontal Mull Permanent Set, .229 (.009) <0.3%L =4.80 (.189)max
mm (in.)
Vertical Mull Permanent Set, mm .102 (.004) <0.3%L= 5.49 (.216)max
(in.)
Stile Permanent Set,mm(in.) .03 (.001) <0.3%L=3.68 (.145)max
Chamber Pressure, Pa(psf) -5040 (-105) -3960 (-82.5)
Duration, sec. 10.00 10.00
Horizontal Mull Permanent Set, .48 (.019) <0.3%L=4.80 (.189)max
mm (in.)
Mull Permanent Set, mm (in.) .203 (.008) <0.3%L=5.49 (.216)max
Stile Permanent Set,mm (in.) .28 (.011) <0.3%L=3.68 (.145)max
5.3.5 01) Forced Entry Test Grade 10 No Entry No Entry
5.3.6.4.3(1) Sash Vertical Deflection Test
Concentrated Load,N(lbs.) 270 (60) 270 (60)
Duration, sec. 60.00 60.00
Deflection, mm (in.) .97 (.038) <17.53 (.69)
Gateway Unit 36x72 with 14" Hinge and Single Arm Operator
5.3.6.6.2(1) Distributed Load Test
Load, Pa(psf) 300 (6.2) 300 (6.2)
Duration, sec. 10.00 10.00
Permanent Deformation None No breakage or deformation
which impairs function
Units 30x78 and Smaller with 10" Hinge and Split Arm Operator
5.3.6.6.2(1) Distributed Load Test
Load, Pa(psf) 300 (6.2) 300 (6.2)
Duration, sec. 10.00 10.00
Permanent Deformation None No breakage or deformation
which impairs function
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory-The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V,Amsterdam,The Netherlands,which is a member of the Stork group
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003714P-0117.01 Page 11 of 13
EAR-CONTROLLED DATA DATE: 11/23/10
TEST RESULTS ASTM E1996,E1886:
TEST SEQUENCE:
a. Missile Impact
b. Positive Cyclic Load
c. Negative Cyclic load
IMPACT TEST: (Missile Level D,Wind Zone 3)
Missile Species: Douglas Fir
Missile Weight: 4199 grams(9 lbs 4 oz.)
Missile Length: 2.39 m(7'-8")
Conditioning Temperature: 21°C (69°F)>4 hours
The specimens tested meet or exceed the Pass/Fail Criteria of ASTM 1996-09
TEST UNIT#1-PASS
SCREWS THRU FRAME INSTALLATION
Center
Missile Velocity: 15.27 mps (50.10 fps) longitudinal axis-<5°
Observations:No rips, tears or separations
Impact Location: x axis—343mm (13.5"),y axis—838mm (33")
•
Information and statements in this report are derived from material,information and/or specifications famished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
STORK®
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003714P-0117.01 Page 12 of 13
EAR-CONTROLLED DATA DATE: 11/23/10
TEST RESULTS CON'T:
TEST UNIT#2-PASS
NAILFIN INSTALLATION
■ Lower
_ Missile Velocity: 14.95 mps (49.02 fps)longitudinal axis-<5°
11 Observations:No rips,tears or separations
Impact Location: x axis— 178mm (7"), y axis—203mm (8")
•
TEST UNIT#3-PASS
INSTALLATION CLIPS INSTALLATION
Upper
u
� Missile Velocity : 15.25 mps (50.02 fps) longitudinal axis-<5°
Observations:No rips, tears or separations
• Impact Location : x axis—216mm (8.5"),y axis— 191mm(7.5")
CYCLIC LOAD TEST:
The specimens tested meets or exceed the Pass/Fail Criteria of ASTM 1996-09
CYCLIC TEST PRESSURE:
(Pd)in= Pmax=2640 PA(55 psf)
(Pd)out=Pmax=3360 PA(70 psf)
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
maybe punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
STORK®
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: TCT003714P-0117.01 Page 13 of 13
EAR-CONTROLLED DATA DATE: 11/23/10
TEST RESULTS CON'T:
POSITIVE
# OF INWARD ACTING CYCLES/STAGE
528— 1320 PA 0— 1584 PA 1320—2112 PA 792—2640 PA
(11 -27.5 psf) (0—33 psf) (27.5 44 psf) (16.5—55 psf)
1.4 Seconds 2.2 Seconds 1.3 Seconds 1.7 Seconds
3500 300 600 100
NEGATIVE
# OF OUTWARD ACTING CYCLES/STAGE
1008—3260 PA 1680—2688 PA 0—2016 PA 672— 1680PA
(21 —70 psf) (35—56 psf) (0—42 psf) (l4 35 psf)
2.3 Seconds 1.4 Seconds 2.3 Seconds 1.6 Seconds
50 1050 50 3350
Remarks: All samples were inspected carefully upon completion of the cyclic test for
failures.None were found. As such,this product was found to satisfy the cyclic test
requirements of ASTM 1886-05 and the Pass/Fail Criteria in ASTM 1996-09.
General Note: 2 mil plastic was required during cycling,but it did not have any effect on •
test results.
Official Observers: (part or all of testing)
Dan Wadzinski—Stork Twin City Testing
Mark Brandner—Weather Shield Manufacturing, Inc.
TEST PROCEDURE:
The tests were conducted in accordance with ASTM, 101/I.S.2/A440-05, 101/I.S.2/A440-
08 and 101/I.S.2-97 test procedures and the results were compared to the performance
requirements.
REMARKS:
The horizontal and vertical cross-section drawings of the test specimen were reviewed by
Stork Twin City Testing, and those drawings matched the tested specimen. The tested
window remained in the custody of Stork Twin City Testing after testing was completed.
Stork Twin City Testing will retain detailed drawings, corner samples, and a copy of this
report. The above results were obtained by using the designated test methods and they
indicate compliance with the performance requirements of the above referenced guidelines.
Certification of this product may only be granted by a certification administrator.
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in fiill,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
STOIRW
Materials Technology Stork Twin City Testing Corporation
Summary of Test Results
Product Manufacturer: Weather Shield Manufacturing, Inc.
ifProduct Type: Direct Set
/ 30
Product Series/Model: 1 0 Direct Set over 1605 French Door
J`
V�
Primary Product Designator:
AAMA/WDMAJCSA 101/LS.2/A440-05 FW-LC60 1872x610 (74x24)Direct Set
SHD-R60 1872x3177 (74x125) Mull
AAMA/WDMA/CSA 101/LS.2/A440-08 Class LC-PG60-Size tested 1872x610 mm
(74x24 in)-FW
Class R-PG60- Size tested 1872x3177 mm
(74x125 in)-SHD
AAMA 450-06 Horizontal Mulled Rating-R60
Applied Rating R60
Secondary Designator: Canadian Air Infiltration/Exfiltration=A3
Negative Design Pressure=3360pa(70psf)
Test Completion Date: 08/24/09
Air Infiltration: <.01 cfm/ft2
Water Resistance Test Pressure: 9.00 psf
Uniform Load Deflection Test Pressure: +60/-70 psf
Uniform Load Structural Test Pressure: +90/-105 psf
Forced Entry Resistance: Grade 10
Impact: Wind Zone 3
Cyclic +60/-70
Weather Shield Number: 550048721-003
Reference must be made to Report No.180-7882B.01, dated 07/21/10 for complete test
specimen description and detailed test results.
T®RHg'
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: 180-7882B.01Rev.A Page 1 of 14
DATE: 07/21/10
STORK®TWIN CITY TESTING
115 S. 846 Ave.
Wausau,WI 54401
IN-PLANT AND LABORATORY TESTING OF A 1300 DIRECT
SET (74 x 24) MULLED ABOVE A 1605 FRENCH DOOR
(550048721-003)
MANUFACTURED BY
WEATHER SHIELD MANUFACTURING,INC.
Prepared for:
WEATHER SHIELD MANUFACTURING,INC.
Attn: Ms. Pamela Stacke
One Weather Shield Plaza
P.O.Box 309
Medford,WI 54451
Test Date: 08/04/09-08/24/09
Expiration Date: 08/24/13
Rev. A: Change force-to-latch to reflect 151b
requirement and remove French Door
designation
Prepared By: Reviewed By:
Dan Wadzinski John R.Bordagaray
Technician Manager of Fenestration Testing
Product Testing Department Product Testing Department
Telephone: (715) 848-3935 Telephone: (715) 848-3935
The test results contained in this report pertain only to the specimens tested and not
necessarily to all similar products.
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title t8,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
TOSW'
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: 180-7882B.01Rev.A Page 2 of 14
DATE: 07/21/10
IN-PLANT AND LABORATORY TESTING OF A 1300 DIRECT SET(74 x 24)
MULLED ABOVE A 1605 FRENCH DOOR
INTRODUCTION:
This report presents the results of in-plant and laboratory testing conducted on a Direct
Set/French Door manufactured by Weather Shield Manufacturing Inc. This work was
requested and authorized by Mr. Mark Brandner of Weather Shield Manufacturing Inc.
with testing conducted on August 4, 2009—August 12, 2009 at Weather Shield R and D
facility and on August 18, 2009 at Stork Twin City Testing facility. The purpose of the
testing was to determine the performance of the window and mulled assembly for air
infiltration, water resistance, structural integrity and resistance to windborne debris.
French Door previously qualified, test results for reference only.
TEST RESULTS SUMMARY:
The window described herein meets or exceeds the following specifications: (1)For
individual performance levels refer to Stork Twin City Testing gateway report 180-
7882A.01 for the French Door.
AAMA/WDMA/CSA 101/I.S.2/A440-05 FW-LC60 1872x610 (74x24) Direct Set
SHD-R60 1872x3177 (74x125) Mull
AAMA/WDMA/CSA 101/LS.2/A440-08 Class LC-PG60- Size tested 1872x610mm
(74x24 in)-FW
Class R-PG60- Size tested 1872x3177 mm
(74x125 in)- SHD
AAMA 450-06 Horizontal Mulled Rating-R60
Applied Rating R60
Secondary Designator: Canadian Air Infiltration/Exfiltration=
A3
Negative Design Pressure=3360pa (70psf)
ANSI/AAMA/NWWDA 101/I.S2-97 : HGD-R60 74x125 Mull
information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: 180-7882B.01Rev.A Page 3 of 14
DATE: 07/21/10
TEST RESULTS SUMMARY CON'T:
ASTM E1886-05' +60/-70psf
ASTM E1886-04' +60/-70psf
ASTM E1886-02' +60/-70psf
ASTM El 886-97' +60/-70psf
ASTM E1996-09 Missile D, Wind Zone 3
ASTM E1996-08 Missile D, Wind Zone 3
ASTM E1996-06 Missile D, Wind Zone 3
ASTM E1996-05' 05b Missile D, Wind Zone 3
ASTM E1996-04' Missile D, Wind Zone 3
ASTM E1996-02' Missile D, Wind Zone 3
ASTM E1996-01' Missile D
ASTM E1996-99' Missile C
SAMPLE DESCRIPTION:
Direct Set Unit Size: 1872mm (73.69")wide x 610mm(24") high
French Door Size: 1872mm(73.69")wide x 2517mm (99.09")high
Overall Unit Size: 1872mm(73.69")wide x 3177mm(125.09")high
Direct Set Unit Area: 1.14m2 (12.28 ft2)
French Door Unit Area: 4.72m2 (50.68 ft2)
Overall Unit Area: 5.96m2 (64.01 ft2)
Panel Size: 916mm (36.06")wide x 2438mm (96")
Direct Set Sash Crack: 4.69m (15.38')
French Door Sash Crack: 10.89m(35.75')
Overall Sash Crack: 15.58m(51.13')
Finish: Aluminum clad exterior,natural wood interior
Glazing: The Direct Sets utilized nominal 25mm (1") insulated glass comprised of 3.1mm
(1/8") tempered glass to the exterior and (3/32" annealed / .090" SGP / 3/32" annealed)
Solutia to the interior measuring 1834mm (72-3/16") wide by 572mm (22-1/2)" high
separated with a Dura-Lite spacer system. The door panels utilized nominal 25mm (1")
insulated glass comprised of 3.9mm (5/32") tempered glass to the exterior and (3/32"
annealed/ .090" SGP/3/32" annealed) Solutia to the interior measuring 668mm (26-9/32")
wide x 2143mm (84-3/8)" high for the Active/Inactive panels. The glass was set from the
interior against National Starch Perfect Glaze H back bedding. In addition a back bed of
Sika glazing compound was used in the glazing pocket and on the interior surface of the
glass before the wood interior stops were applied. Wood interior glass stops are secured
with 32mm(1-1/4")brad nails spaced 51mm(2") from each end,and 152mm to 178mm (6"
to 7")on center.
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title IS,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: 180-7882B.01Rev.A Page 4 of 14
DATE: 07/21/10
SAMPLE DESCRIPTION CON'T:
Spacer Description: Butyl-Composite
Frame Construction: Wood frame members consisted of finger jointed pine which were
rabbeted, butted, sealed and secured with three #8 x 64mm (2-1/2") PFH screws per top
corner and four per bottom corner. Exterior extruded aluminum cladding was stapled to
the wood frames using 18 gauge x 3mm (1/8") crown x 13mm (1/2") long staples spaced
25mm (1") from each end and 305mm (12") on center. The exterior aluminum corners
were miter cut and secured with one #6 x 32mm (1-1/4") PFH SS screw per corner. An
outswing weather-strip carrier is applied to the side jambs and is fastened with 18 gauge
x 13mm (1/2") crown x 13mm (1/2") long staples located 76mm (3") from the corner and
203mm-254mm (8"-10")on center.
Direct Set Frame Construction: Wood frame members consisted of finger jointed pine
which were rabbeted, butted, sealed and secured with three #6 x 51mm (2") PFH screws
per corner. Exterior extruded aluminum cladding was stapled to the wood frames using
18 gauge x 11mm (7/16") crown x 16mm (5/8") long staples spaced 25mm (1") from
each end and 152mm (6") on center. The exterior aluminum corners were miter cut and
secured with one#6 x 29mm(1-1/8") PFH SS screw per corner.
Panel Construction: The veneer wrapped panel members consisted of block pine top and
bottom rails and a block pine hinge stile with LVL at the lock stile. Stiles and rails are
butted, siliconed and doweled with 19mm(3/4") x 76mm(3") dowels. Top and bottom rails
were attached to the stiles with two dowels at the top and three at the bottom per corner. A
#8 x 64mm (2-1/2") drywall screw is applied through each rail into the stile. Extruded
aluminum was snap fit and nailed onto the wood members with 18 gauge x 16mm (5/8")
brads on the stiles and rails spaced 178mm-229mm (7" to 9") on center. The Active panel
utilized an exterior extruded aluminum astragal base that was secured with #8 x 32mm (1-
1/4") PPH SS screws spaced 203mm (8") on center. The Inactive panel utilized an interior
wood astragal that was secured with#8 x 89mm (3-1/2")FH SS screws spaced 152mm (6")
from the corner and 254mm-356mm (10"-14") on center. Stainless steel reinforcement
plates were placed across the stile to rail joint at the top and bottom and were secured with
four #8 x 1-1/4" PFH SS screws per plate. A .250" bulb weather-strip is applied to the top
rail using 25mm (1") staples located 25mm (1") from the corner and 152mm-203mm (6"-
8")on center.
Horizontal Mull Construction: The mull consisted of the sill of the direct set above and
the head jamb of the swing door below reinforced with a 51mm (2") x 114mm (4-1/2")
LVL stiffener running full length between the jambs. The LVL stiffener was sealed and
secured to door head jamb and direct set with #10 x 64mm (2-1/2") PFH screws spaced
76mm (3") from each end and 254mm-406mm (10"- 16") on center. The LVL was also
secured to the side jambs using corrugated fasteners spaced 51mm (2") from the ends and
152mm-203mm (6"-8") on center.
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
it
TORS®
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: 180-7882B.01Rev.A Page 5 of 14
DATE: 07/21/10
SAMPLE DESCRIPTION CON'T:
Horizontal Mull Construction: The exterior horizontal seam is sealed and secured with
an extruded aluminum mull cover snap-fit into the aluminum frame accessory groove.
There is a 51mm x 305mm (2" x 12") galvanized gusset plate placed across the head mull
end joint and secured with five 18 gauge x 11mm (7/16") crown x 13mm (1/2") long
staples on each side.
Reinforcement: None
Screen Construction:N/A
Door Weatherstrip Description: Quantity Location
Schlegal foam filled leaf with rigid 1 row Head, side jambs, sill and interior
base astragal
0.250" Diameter Hollow bulb 1 row Top rail of door panels
0.350" high pile with center fin by 1 row Frame side and head jambs
0.187" rigid base
Vinyl sweep with four flexible legs 1 each Bottom rail of active / inactive door
panel
2.000" x 1.750" wrapped foam filled 1 each Bottom of door frame corners and
pad astragal
Weather-strip carrier 1 each Side jambs
Door Hardware Description: Quantity Location
Ashland handle activated 3-point lock 1 Active panel
with keyed dead bolt
Ashland handle actuated 2-point shoot 1 Inactive panel
bolt lock
4" Stainless steel adjustable hinges 4 Active Panel
4"Brass adjustable hinges 4 Inactive Panel
Drainage: Weep holes in French Door
Installation: The test specimen was installed within a nominal double 51mm x 254mm
(2" x 10") SPF wood buck, with a 6mm(1/4") gap between the frame and rough opening.
The door frames were secured by three different methods into the wood buck. The first
by utilizing the integral extruded aluminum nailing fin with #7 x 41mm (1-5/8") screws
spaced 203mm to 254mm (8"-10") on center and sealed with silicone sealant. The second
by utilizing 20 gauge x 38mm (1-1/2") x 140mm (5-1/2") galvanized steel installation
clips spaced 76mm (3") from each corner and 254mm-305mm (10"-12") on center at the
head and side jambs. The clips were secured to the door jambs with four #6 x 13mm
(1/2") PPH screws and to the buck with six#7 x 41mm(1-5/8") drywall screws.
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
STORK®
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: 180-7882B.01Rev.A Page 6 of 14
DATE: 07/21/10
SAMPLE DESCRIPTION CON'T:
Installation: The third method is#8 x 76mm (3") drywall screws through the jambs into
the buck spaced 152mm (6") from each corner and 305mm-406mm (12"-16") on center.
In addition, all methods utilized two #9 x 64mm (2-1/2") PFH screws per hinge. The
head jamb utilized three 64mm (2-1/2") PFH screws through the strike plate. The sill
utilized #9 x 102mm (4") PFH screws, three through the strike plate and on the oak
threshold 102 mm (4") from each corner one on the center line and one each 203mm (8")
off the center line.
TEST RESULTS:
Paragraph ACTUAL REQUIREMENTS
5.3.1.2') Force to Latch
5.3.1.2.1 Force N (lbf) Latch 62 (14) 67 (15)
5.3.1.2.2 Force N (lbf) Dead bolt 0 (0) 67 (15)
5.3.1.2.2 Torque N(lbf)Dead bolt 7 (1.56) Reported
5.3.2 Air Infiltration
Chamber Pressure, Pa(psf) +75 (+1.57) +75 (+1.57)
Direct Set L/s/m2 (cfm/ft2) .05 (.01) 1.5 (.30)maximum
Twin L/s/m2 (cfm/ft2) .05 (.01) 1.5 (.30) maximum
Overall L/s/m2 (cfm/ft2) .51 (.10) 1.5 (.30)maximum
The tested specimen meets or exceeds the performance levels specified in
101/I.S.2/A440-05, 101/I.S.2/A440-08 and 101/I.S.2-97 for air infiltration
5.3.2.2 Air Exfiltration
Chamber Pressure, Pa(psf) -75 (-1.57) -75 (-1.57)
Direct Set L/s/m2 (cfm/ft2) .10 (.02) 1.5 (.30)maximum
Twin L/s/m2 (cfm/ft2) .05 (.01) 1.5 (.30)maximum
Overall L/s/m2 (cfm/ft2) .36 (.07) 1.5 (.30)maximum
AVERAGE L/s/m2 .10 (.02) <.5 (0.10)=A3
5.3.3 Static Water Penetration
Chamber Pressure, Pa(psf) +440 (9.00) +440 (9.00)
Pressurized Duration,min. 5.0 5.0
Unpressurized Duration, min. 1.0 1.0
Cycles 4 4
Water Penetration NONE No water shall flow
over the interior face.
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude arty expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
STO !■ ®eft,
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: 180-7882B4O1Rev.A Page 7 of 14
DATE: 07/21/10
TEST RESULTS CON'T:
NAIL FIN INSTALLATION:
Paragraph ACTUAL REQUIREMENTS
5.3.4.2 Uniform Load Deflection
Chamber Pressure, Pa(psf) +2880 (+60) +2880 (+60)
Duration, sec. 60.00 10.00
Mull Span,mm(in.) 1842 (72.5) ----
Mull Deflection, mm(in.) 0 (0) ----
Rail Span, mm (in.) 1772 (69.75) ----
Rail Deflection,mm (in.) .127 (.005) ----
Chamber Pressure, Pa(psf) -3360 (-70) -2880 (-60)
Duration, sec. 60.00 10.00
Mull Deflection, mm (in.) 0 (0) ----
Rail Deflection, mm (in.) .152 (.006)
5.3.4.2(1) Uniform Load Deflection (French Door Report # 180-7882A)
Chamber Pressure,Pa(psf) +2880 (+60) +2880 (+60)
Duration, sec. 60.00 10.00
Panel Rail Span, mm(in.) 864 (34) ----
Panel Rail Deflection, mm (in.) .43 (.017) ----
Astragal Span, mm (in.) 2400 (94.5) ----
Astragal Deflection, mm (in.) 18.01 (.709) ----
Chamber Pressure, Pa(psf) -3360 (-70) -2880 (-60)
Duration, sec. 60.00 10.00
Panel Rail Deflection, mm (in.) .91 (.036) ----
Astragal Deflection, mm (in.) 23.47 (.924) ----
5.3.4.3 Uniform Load Structural
Chamber Pressure,Pa(psf) +4320 (+90) +4320 (+90)
Duration, sec. 10.00 10.00
Mull Permanent Set, mm (in.) 0 (0) <0.4%L=7.37 (.290)max
Rail Permanent Set,mm(in.) .025 (.001) <0.4%L=7.09 (.279) max
Chamber Pressure, Pa(psf) -5040 (-105) -4320 (-90)
Duration, sec. 10.00 10.00
Mull Permanent Set,mm (in.) 0 (0) <0.4%L=7.37 (.290) max
Rail Permanent Set,mm (in.) 0 (0) <0.4%L =7.09 (.279)max
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory_The recording of false,fictitious or fraudulent statements or entries on this document
maybe punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
STO F1 11
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: 180-7882B.01Rev.A Page 8 of 14
DATE: 07/21/10
TEST RESULTS CON'T:
Paragraph ACTUAL REQUIREMENTS
5.3.4.3(') Uniform Load Structural(French Door Report # 180-7882A)
Chamber Pressure, Pa(psf) +4320 (+90) +4320 (+90)
Duration, sec. 10.00 10.00
Rail Permanent Set, mm (in.) .03 (.001) <0.4%L = 3.76 (.148)max
Astragal Permanent Set, mm
(in.) .08 (.003) <0.4%L=9.60 (.378)max
Chamber Pressure, Pa(psf) -5040 (-105) -4320 (-90)
Duration, sec. 10.00 10.00
Rail Permanent Set, mm (in.) .03 (.001) <0.4%L=3.76 (.148) max
Astragal Permanent Set, mm
(in.) .58 (.023) <0.4%L=9.60 (.378)max
NSTALLATION CLIPS:
5.3.4.2 Uniform Load Deflection
Chamber Pressure, Pa(psf) +2880 (+60) +2880 (+60)
Duration, sec. 60.00 10.00
Rail Span, mm (in.) 1791 (70.5) ----
Rail Deflection,mm(in.) .08 (.003) ----
Chamber Pressure, Pa(psf) -3360 (-70) -2880 (-60)
Duration, sec. 60.00 10.00
Rail Deflection, mm (in.) .10 (.004)
5.3.4.2" Uniform Load Deflection (French Door Report # 180-7882A)
Chamber Pressure, Pa(psf) +2880 (+60) +2880 (+60)
Duration, sec. 60.00 10.00
Rail Span, mm (in.) 864 (34) ----
Rail Deflection, mm (in.) .18 (.007) ----
Astragal Span,mm (in.) 2400 (94.5) ----
• Astragal Deflection,mm (in.) 18.36 (.723) ----
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
STO F111®
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: 180-7882B.01Rev.A Page 9 of 14
DATE: 07/21/10
TEST RESULTS CON'T:
Paragraph ACTUAL REQUIREMENTS
Chamber Pressure, Pa(psf) -3360 (-70) -2880 (-60)
Duration, sec. 60.00 10.00
Rail Deflection,mm (in.) .74 (.029) ----
Astragal Deflection, mm (in.) 24.23 (.954) ----
5.3.4.3 Uniform Load Structural
Chamber Pressure, Pa(psf) +4320 (+90) +4320 (+90)
Duration, sec. 10.00 10.00
Rail Permanent Set,mm(in.) .03 (.001) <0.4%L =7.16 (.282) max
Chamber Pressure, Pa(psf) -5040 (-105) -4320 (-90)
Duration, sec. 10.00 10.00
Rail Permanent Set,mm (in.) 0.03 (.001) <0.4%L=7.16 (.282) max
5.3.4.3') Uniform Load Structural(French Door Report # 180-7882A)
Chamber Pressure, Pa(psf) +4320 (+90) +4320 (+90)
Duration, sec. 10.00 10.00
Rail Permanent Set, mm (in.) .03 (.001) <0.4%L=3.76 (.148)max
Astragal Permanent Set, mm
(in.) .03 (.001) <0.4%L=9.60 (.378)max
Chamber Pressure,Pa(psf) -5040 (-105) -4320 (-90)
Duration, sec. 10.00 10.00
Rail Permanent Set, mm(in.) .46 (.018) <0.4%L =3.76 (.148) max
Astragal Permanent Set, mm
(in.) .41 (.016) <0.4%L=9.60 (.378) max
SCREWS THRU FRAME:
5.3.4.2 Uniform Load Deflection
Chamber Pressure,Pa(psf) +2880 (+60) +2880(+60)
Duration, sec. 60.00 10.00
Rail Span, mm (in.) 1791 (70.5) ----
Rail Deflection,mm (in.) .15 (.006) ----
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group
Y Testing Corporation
Twin Cit Testin Cor
Materials Technology P
PROJECT NUMBER: 180-7882B.01Rev.A Page 10 of 14
DATE: 07/21/10
TEST RESULTS CON'T:
Paragraph ACTUAL REQUIREMENTS
5.3.4.2
Chamber Pressure, Pa(psf) -3360 (-70) -2880 (-60)
Duration, sec. 60.00 10.00
Rail Deflection,mm (in.) .33 (.013)
5.3.4.2(1) Uniform Load Deflection (French Door Report # 180-7882A)
Chamber Pressure, Pa(psf) +2880 (+60) +2880 (+60)
Duration, sec. 60.00 10.00
Rail Span, mm (in.) 864 (34) ----
Rail Deflection,mm(in.) .15 (.006) ----
Astragal Span, mm(in.) 2400 (94.5) ----
Astragal Deflection, mm (in.) 17.65 (.965) ----
Chamber Pressure, Pa(psf) -3360 (-70) -2880 (-60)
Duration, sec. 60.00 10.00
Rail Deflection,mm (in.) .23 (.009) ----
Astragal Deflection, mm (in.) 22.38 (.881) ----
5.3.4.3 Uniform Load Structural
Chamber Pressure, Pa(psf) +4320 (+90) +4320(+90)
Duration, sec. 10.00 10.00
Rail Permanent Set, mm (in.) .03 (.001) <0.4%L=7.16 (.282)max
Chamber Pressure, Pa(psf) -5040 (-105) -4320 (-90)
Duration, sec. 10.00 10.00
Rail Permanent Set,mm (in.) 0.05 (.002) <0.4%L= 7.16 (.282)max
5.3.43(1) Uniform Load Structural(French Door Report # 180-7882A)
Chamber Pressure, Pa(psf) +4320 (+90) +4320 (+90)
Duration, sec. 10.00 10.00
Rail Permanent Set, mm (in.) 0 (0) <0.4%L =3.76 (.148) max
Astragal Permanent Set, mm
(in.) .08 (.003) <0.4%L=9.60 (.378)max
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology BAT,Amsterdam,The Netherlands,which is a member of the Stork group
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: 180-7882B.01Rev.A Page 11 of 14
DATE: 07/21/10
TEST RESULTS CON'T:
Paragraph ACTUAL REQUIREMENTS
5.3.4.3(1)
Chamber Pressure, Pa(psf) -5040 (-105) -4320 (-90)
Duration, sec. 10.00 10.00
Rail Permanent Set, mm (in.) 0 (0) <0.4%L =3.76 (.148)max
Astragal Permanent Set, mm
(in.) .33 (.013) <0.4%L=9.60 (.378)max
5.3.5(1) Resistance To Forced Entry Test
Load, kg (lbs.) 135 (300) 135 (300)
Duration, sec. 30.00 30.00
Active Panel No Entry No Entry
Passive Panel No Entry No Entry
5.3.5 Forced Entry Test Grade 10
Type D No Entry No Entry
5.3.6.11w Vertical Loading Resistance
Diagonal Dimension of leaf, mm 2604 (102.5) Report
(in.)
Vertical Deflection after Preload, .33 (.013) Report
mm (in.)
Test Load,N(lbf) 675 (150) 675 (150)
Max Vertical Deflection, mm 6.73 (.265) Report
(in.)
Permanent Vertical Deflection, 1.02 (.040) Report
mm (in.)
Force to Latch,N (lbf) 64 (14.5 lbs) 67 (15)
Force to Latch Deadbolt,N (lbf) 0 (0) 67 (15)
5.3.6.10(1) Operation/Cycling Test
Cycles 25000 25000 Cycles minimum
Pass Operable with no
permanent deformation
Information and statements in this report are derived from material,information and/or specifications famished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology B_y,,Amsterdam,The Netherlands,which is a member of the Stork group
STDRI4®
Materials Technology Stork Twin City Testing Corporation
PROJECT NUMBER: 180-7882B.01Rev.A Page 12 of 14
DATE: 07/21/10
TEST RESULTS CON'T:
TEST RESULTS ASTM E1996, E1886:
Note: Test results for Direct Set and mull only.
TEST SEQUENCE:
a. Missile Impact
b. Positive Cyclic Load
c. Negative Cyclic load
IMPACT TEST: (Missile Level D,Wind Zone 3)
Missile Species: Douglas Fir
Missile Weight: 4199 grams(9 lbs 4 oz.)
Missile Length: 2.39 m(7'-8")
Conditioning Temperature: 21°C (69°F)>4 hours
The specimens tested meet or exceed the Pass/Fail Criteria of ASTM 1996-09
TEST UNIT#1-PASS
NAILING FIN INSTALLATION
Center
Missile Velocity : 15.24 mps (50.00 fps) longitudinal axis -<5°
Observations:No rips,tears or separations
• Impact Location : x axis — 851mm (33.5"), y axis — 267mm
(10.5")
E_E
Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to
the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.
This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document
maybe punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47
Stork Twin City Testing is an operating unit of Stork Materials Technology WM.,Amsterdam,The Netherlands,which is a member of the Stork group
.
'UIt‘, City of Tybee Island • Planning & Zoning Dept. MEW
Inspection Report MEM*INIONEWIna
403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 T ,i
z / CODE COUNCIL
Phone 912.472.5032 • Fax 912.786.9539
MEMBER
Permit No. -Q . Date Requested 2.
Owner's Name Vie , r\-_Q- Date Needed
Gen. Contractor \'`"ti J k rT 2O (S+ Subcontractor
Contact Information
0110 I ) L: ''z °°; ( , S?" O 5
Project Address 21 ere-S a,
i / t��
Scope of Work \,:.. �, :, -;;;}->�/c-1 r 7 1,�r 1 1�` �`I 0�� ,�'i'1 . � s,J G��� to ,�_��S/rb�o-t° 01 e ( k
Inspector Date of Inspection
Inspection 'l j i i•' -k_ .---,'' Pass ® Fee
Inspection Pass ❑ Fail 0 Fee
Inspection Pass El Fail ❑ Fee
Inspection Pass ❑ Fail 0 Fee
1`.. _
City o !bee Island • Community Develt lent Dept.
:VW
Inspection Report mum"
.......a
403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERN7ONAL
Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODECOUNCIL
MEMBER
Permit No. / //
Date Requested
, .-„,
Owner's Name 1 f,/y, , k--,---- Date Needed
Gen. Contractor Subcontractor
Contact Information At PII Ka fir/ 65/-Alf
--- *
Project Address c72/ /e‘40 ecsil LA AM
Scope of Work 4(J 1 JD, tii5 Dk- vi,e)(1 / t Q1-P4 IP S 4 ) 1 i A,AJD r,4 I I„<,) () LA f'tde-'-/J,
D .0 g, li i Telik,i) CP.& 0-, , ,(--)- ,4-9 .eo-C2i, 46/0,,, (),9(..: rWin/A/6-, e,,q,e
Inspector -2/ , Date of Inspection /
Inspection it' A/ri //0(71 Pass ip F Z Fee
( / /,
\..
Inspection Pass El Fail 0 Fee
Inspection Pass 0 Fail 0 Fee
Inspection Pass 0 Fail 0 Fee
!,41;64V
400 /91;js
1
a.-ja2 q°Z CITY OF TYBEE ISLAND, GEORGIA
APPLICATION FOR BUILDING PERMIT
ra
Location: I i L14 ,lilt-Illl PIN# q - 00 22 - D " 2 71--
NAME ADDRESS TELEPHONE
Owner 1 � 1��� 2 l �t4�4�
Architect �`�
or Engineer
Building (,NS-� 5705.5 -s-ts-, �' Z1L
Contractor K ' 9-✓, 6w. 3i4 bS. ,..2 U v
Check all that apply)
Repair 0 Residential ❑ Footprint Changes
Renovation �:� Single Family ❑ Discovery
❑ Minor Addition ❑ Duplex I I Demolition
❑ Substantial Addition ❑ Multi-Family
❑ Other ❑ Commercial
Details of Project: �T //4Z17Q'Lk-i-
Estimated Cost of Construction: $ 701 COO .0 0
Construction Type Z (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 information based on the construction drawings and site plan:
#Units / #Bedrooms #Bathrooms Z
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 3 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 / .Jos4-1 s
On-site waste and debris containers will be provided by 77-I'i '77G 45Te- .
Construction debris will be disposed by, : by means of 7,ranr .
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 const ction
/
Date: �� ' /�� Signature of Appli �� �
Note:A permit 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: Si:i 6.ture Date FEES
Zoning Administrator , 'A i .�+ J6-4 2 Permit
Code Enforcement Officer ` ,J,/t/;4' , '' ,v Inspections
Water/Sewer Water Tap
Storm/Drainage Sewer Stub
Inspections Aid to Const.
City Manager
TOTAL
LEAD-BASED PAINT
Adapted from http://www.epa.gov/lead/pubs/renovation.htm. Please use that site to access the following information.
Information for Property Owners of Rental Housing,Child-Occupied Facilities
Property owners who renovate, repair, or prepare surfaces for painting in pre-1978 rental housing or space
rented by child-care facilities must, before beginning work, provide tenants with a copy -
y g' g , p py of EPA's lead hazard
information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, IFYOU'Rfk'NOT
and Schools. Owners of these rental properties must document compliance with this requirement. EPA's sample EAD-sAFECEenFIED,
pre-renovation disclosure form may be used for this purpose. I(STUBBING
After April 22, 2010, property owners who perform these projects in pre-1978 rental housing or space rented •JUST SIX
by child-care facilities must be certified and follow the lead-safe work practices required by EPA's Renovation, SQUARE FEET
Repair and Remodeling rule. To become certified, property owners must submit an application for firm COULDCOM'YOU
certification and fee payment to EPA. The Agency has up to 90 days after receiving a complete request for BIG TI.
certification to approve or disapprove the application. -_
Property owners who perform renovation, repairs, and painting jobs in rental property should also:
• Take training to learn how to perform lead-safe work practices.
• Learn the lead laws that apply regarding certification and lead-safe work practices beginning in April 2010.
• Keep records to demonstrate that you and your workers have been trained in lead-safe work practices and that you followed lead-
safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeepinq checklist that EPA has
developed to help contractors comply with the renovation recordkeeping requirements that took effect April 2010.
• Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right.
• Read about how to use lead-safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting.
Information for Homeowners Working at Home
If you are a homeowner performing renovation, repair, or painting work in your own home, EPA's RRP rule does not cover your project.
However, you have the ultimate responsibility for the safety of your family or children in your care. If you are living in a pre-1978 home
and planning to do painting or repairs, please read a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child
Care Providers, and Schools lead hazard information pamphlet. You may also want to call the National Lead Information Center at 1-800-
424-LEAD (5323) and ask for more information on how to work safely in a home with lead-based paint.
Information for Tenants and Families of Children under Age 6 in Child Care Facilities and Schools
As a tenant or a parent or guardian of children in a child care facility or school, you should know your rights when a renovation job is
performed in your home,or in the child care facility or school that your child attends.
• Before starting a renovation in residential buildings built before 1978, the contractor or property owner is required to have tenants
sign a pre-renovation disclosure form, which indicates that the tenant received the Renovate Right lead hazard information
pamphlet.
• Beginning in December 2008, the contractor must also make renovation information available to the parents or guardians of
children under age six that attend child care facilities and schools, and to provide to owners and administrators of pre-1978 child
care facilities and schools to be renovated a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child
Care Providers, and Schools lead hazard information pamphlet.
Information for Contractors
As a contractor,you play an important role in helping to prevent lead exposure. Ordinary renovation and maintenance activities can create
dust that contains lead. By following the lead-safe work practices, you can prevent lead hazards. Contractors who perform renovation,
repairs, and painting jobs in pre-1978 housing and child-occupied facilities must, before beginning work, provide owners, tenants, and
child-care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families,
Child Care Providers, and Schools. Contractors must document compliance with this requirement. EPA's pre-renovation disclosure form may
be used for this purpose. Understand that after April 22, 2010, federal law will require you to be certified and to use lead-safe work
practices. To become certified, renovation contractors must submit an application and fee payment to EPA. See: Application for firm
certification.The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application.
Contractors who perform renovation, repairs,and painting jobs should also:
• Take training to learn how to perform lead-safe work practices.
• Find a training provider that has been accredited by EPA to provide training for renovators under EPA's Renovation, Repair,
and Painting (RRP) Program. Please note that if you previously completed an eligible renovation training course you may
take the 4-hour refresher course instead of the 8-hour initial course from an accredited training provider to become a
certified renovator. Click here for a list of eligible courses.
• Provide a copy of your EPA or state lead training certificate to your client.
• Tell your client what lead-safe methods you will use to perform the job.
• Learn the lead laws that apply to you regarding certification and lead-safe work practices beginning in April 2010.
• Ask your client to share the results of any previously conducted lead tests.
• Provide your client with references from at least three recent jobs involving homes built before 1978.
• Keep records to demonstrate that you and your workers have been trained in lead-safe work practices and that you followed lead-
safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeeping checklist that EPA has
developed to help contractors comply with the renovation recordkeeping requirements.
• re .:.. _ • o comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right.
• R-ad about how to u - lead-sa e work practices in EPA's Steps to Lead S,fe Reno tion, Repair and Painting.
Sig .tur ate
�iC.�9 #p y ,iyiz/
Printed Name
uKMUUR
RESOURCES
y jI4
I \ALy
GEORGIA
Permit Acknowledgement of
Asbestos/Environmental Notification to Georgia EPD for
Projects 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
pr -_ .
tf/2-S/P-9/ 2_—
•I ersigned Da
1 U
Printe: Name
Office Use Only:
Project Address:
Permit Number:
1 I
4 %
1pi It 1
l
hooMn
June 30,2010
The following deficiencies have reached an unacceptable level on the projects in the City of Tybee
Island. While the deficiencies are not necessarily the fault of the Owner or his agent, they are their
responsibilities. The two areas of deficiencies are in the two most basic and common BMPs on local
projects. They are:
Co—Construction Exit
Sdl —Sediment Barrier
Correct installation information can be found not only in the "Green Book" but in the Field Manual for
Erosion and Sediment Control in Georgia, Fourth Edition 2002, 4310 Lexington Road, P.O. Box 8024,
Athens, GA 30603, telephone 706.542.3065, www.gaswcc.org, Georgia Soil and Water Conservation
Commission;http://www.gaswcc.org/docs/
field manual 4ed.pdf
Problems with the Co is not limited to the installation, but to the material. Specifically, the job site
personnel are telling me the stone delivered is the 1.5"-3.5" stone they requested. I have experienced on
my own projects suppliers not adhering to the specs they are given with the orders. While I regret this
situation, I will no longer be accepting any deviation from the State requirements. The stone will be a
representation of 1.5"-3.5" stone or larger. Gradations that are obviously smaller will no longer be
tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the
function of the construction exit.
Similarly, I am finding Type A sediment barriers installed where Type C is required and shown on the
permit drawings. I have attempted to work with the Owners through increased inspections, additional
backup BMPs, etc. This has evidently become common knowledge based on the installations I am
finding. Where two rows are called for they will be installed with a separation that allows for the first one
to fail (fall over) without impacting the second one. The complete assembly and installation must be
compliant; steel or wood posts,post spacing,Type C or A.
There has been no discharge into state waters due to previous occasional deficiencies. However, the
increased frequency has created unnecessary exposure to:
1) Sediment discharge into nearby waters of the State,
2) Increased maintenance efforts by the DPW on downstream lines.
3) Due to#2,higher cost to island taxpayers.
I will be adhering strictly to the manual on all BMPs and not just these two.
Downer Davis
City of Tybee Island Consulting Engineer
`.
> gnature of Owner/Contractor
Chatham County Board of Assessors: 2' '2 Property Record Card 4-0022-01-372 Page 1 of 2
2012 Chatham County Board of Assessors 4-0022-01-372
Property Record Card 21 TERESA LN TYBEE ISLAND
APPRAISER MWTHOMAS LOT 21A RESUB OF LOTS 21-23 NORTHWAVE SUB PH 11 1.06 AC WEINER BARRY CAMA ASMT
LAST INSP 12/15/2011 SMB 33S 5 PRB 40P 104 C/O GANER GROSSBACH& 520,800 520,800 LAND 1
APPR 000008 GANER 1, ,
181000 1181,000 BLDG 1
ZONE 1995 BROADWAY 16TH ,
FLOOR 29,700 29,700 OBXF 2
NEW YORK NY 10023 1,731,500 1,731,500 Cost-
MS
SALES BOOK/ INS VI QU RSN PRICE CODES
PAGE PROPERTY 0006 RESIDENTIAL
18 Mar 359R 308 QC I U UR USE
2010 UTA 0004 Tybee Island
GRANTOR:OFF LOU&SUSAN T TRUSTEES*
GRANTEE:OFF LOUIS S&SUSAN T NBHD 020253.00 T253 TYBEE
___---T----, \ ,�— NORTHWAVE
18
2010 t;359R 311 WD I Q 1,750,000 t; �� ILA �, ,4 , ,L EXEMPTIONS
GRANTOR:OFF LOUIS S&SUSAN T .�_
GRANTEE:WEINERBARRY J,1 1111 HISTORY LAND IMPR TOTAL
21 Jan 2820 0247 QC I U UX _; 2011 503,900 564,300 1,068,200 MAV
12005 "Lk 2010 503,900 564,300 1,068,200 Cama
GRANTOR:OFF LOUIS S 2009 504,000 864,500 1,368,500 Over
' GRANTEE:OFF LOU&SUSAN T AS TRST 2008 504,000 864,500 1,368,500 Cama
04'29'2011 2007 504,000 864,500 1,368,500 Cama
PERMITS TYPE DATE AMOUNT
10-0251 PO 15 Dec 2011 Insp 19,500 2006 490,000 775,000 1,265,000 Cama
050368 CO 25 Jan 2007 Insp [Click for larger picture]
050368 AD 25 Jan 2007 Insp 150,000
SAG'S S .�`'„ Chatham County
'COMMENTS: y Tax Commissioner
'21 Oct 2010 COA LTR RCVD dir w +k:}+ F'r;p rr 7a..5t3t r nt
19 Jul 2010 TY11 REF QC DEED 359R/305
&CORR DEED 360G/266
19 Jul 2010 TY11 10S REM PER 359R/311
19 Jul 2010 TY11 REF CORR DEED
360G/268 TO 359R/311
09 Jun 2006 ADD CNG PER PHONE CALL
6/9/06
12 Sep 2005 2006 NEW PIN SPLIT FROM 4-
22-1 344,345&346 SMB 33S
5 9/12/05 OAA
EXTRA FEATURES
ID# BLDG# SYSTEM DESC DIM 1 DIM 2 UNITS QL UNIT PRICE RCN AYB EYB DT ECON FUNC SP SP% RCNLD MKT VALUE
142812 87413 RESIDENTIAL ELEV 48" 0 0 1.00 E 26,250.00 26,250 2006 2006 7R 25,725 25,700
142813 87413 Slab w/walls Under 319.00 E 12.49 3,984 2006 2006 3,984 4,000
LAND
ID# USE DESC FRONT DEPTH UNITS/TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE
112404 ATLANTIC OCEAN FRONT 105 80 8,400.00-SF 62.00 R2 520800
http://boa.chathamcounty.org/DesktopModules/ChathamCounty/BoardofAssessors/PropertyRecordCard.asp... 5/17/2012
Chatham County Board of Assessors: 2''1, Property Record Card 4-0022-01-372 Page 2 of 2
2012 Chatham County Board of Assessors 4-0022-01-372
Property Record Card 21 TERESA LN TYBEE ISLAND
BUILDING SECTION CONSTRUCTION TYPE RCN AYB EYB DEP TYPE PHYS ECON FUNC OBSV/% TOTAL DEP% RCNLD U.FACTOR MKT VAL
87413-1-2012 Residential 621,584 2001 2003 MS 5.00 0.00 0.00 0.00 5.00 590,505 2.00 1,181,000
SECTION TYPE 1 -Main
�tNDk AREA 5219
5°D w1t{'alk seder t5'
TYPE 1 -Single-family Residence
�. s 21' ?' FRAME 1 -Stud Frame
5. STYLE 7-2 1/2 Story Finished
QUALITY 6.00
' CONDITION 3.00
■[oo
#UNITS 0
■USIA #OF BEDS/BATHS 4/4.20
SBhwau nnde,
2
21 COMPONENTS Units % QUAL
R1 109 Frame,Stucco 100.00
Eocknea rce6<reenedFalls R2 208 Composition Shingle 100.00
td-
■100 2 R3 352 Heat Pump 100.00
Rase thing Area
147 R4 402 Automatic Floor Cover Allowance
▪ ha
Sigh Porch with Roof R6 601 Plumbing Fixtures(#) 20.00
147
R6 602 Plumbing Rough-ins(#) 1.00
R6 622 Raised Subfloor(%or SF) 100.00
[Click for larger picture] R6 642 Single 2-Story Fireplace(#) 1.00
R7 721 Carport,Flat Roof(SF) 735.00
R7 721 Carport,Flat Roof(SF) 616.00
R11 903 Wood Deck(SF) 75.00
R11 903 Wood Deck(SF) 73.00
R11 903 Wood Deck(SF) 446.00
R11 904 Slab Porch(SF)with Roof 147.00
R11 907 Enclosed Porch(SF),Screened Walls 147.00
http://boa.chathamcounty.org/DesktopModules/ChathamCounty/BoardofAssessors/PropertyRecordCard.asp... 5/17/2012
1( Kuhn Construction Company
Kuhn Construction Company
Scope of Work for 21 Teresa Lane
1. Replace windows on breezeway.
-, • • • is
4. Repairs to drywall.
5. Install new handrails on upper deck.
6. Install new kitchen cabinetry.
7. Replace flat roof.
8. Repair roof framing on rear upper deck.
9. Replace carpet on 2nd floor.
Kuhn Construction Company
K
Ralph G Kuhn III
President
5105 Paulsen Street Suite 212
Savannah,GA 31405
(912)355-0550 Office
(912)355-0592 Fax
x�n�conso-�i o�coa pater (912)658-0578 Mobile
rkuhn@kuhnconstructioncompany.com
5105 Paulsen Street-Suite 212
Savannah,Georgia 31405
Office(912)355-0550
Mobile(912)658-0578
Fax(912)355-0592