802 SEminole Rd (vault) CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 18326 Address: 802 SEMINOLE ROAD
Permit Type: REMODELING ATLANTIC BEACH, FLORIDA 32233
Class of Work: ALTERATION Township: 0 Range: 0 Book:
Proposed Use: Lot(s): Block: Section: 0
Square Feet: Subdivision: RUSSELL PARK
Est. Value: Parcel Number:
lmprov. Cost: 11,460.00 OWNER INFORMATION
Date Issued: 6/04/1999 Name: CITY OF ATLANTIC BEACH
Total Fees: Address: 800 SEMINOLE ROAD
Amount Paid: ATLANTIC BEACH, FLORIDA 32233
Date Paid: 6/04/1999 Phone: (904)744-6604
Work Desc: CLEANING, PAINTING, REPLACING DOORS AND NETTING FOR 2 RACQUETBALL COU
CONTRACTOR(S) APPLICATION FEES
COURT SURFACES, INC. PERMIT 0.00
Inspections Required
COVER UP FRAMING 'INSULATION
FINAL BUILDING
NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND
MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
• .
ATLANTIC BEAC BUILDING DEPT.
•
CITY' OF ATLANTIC BEACH
PERMIT APPLICATION RUMMEL, ADDITIONS, OR ALTERATIONS
MOVING,.DEMOLITIONS
Owner(s) : City of Atlantic Beach, Florida
Job Address: Russell Park Phone: 904-247-5828 (Recreation Dept.)
Lot # Block or Unit # Subdivision:
Contractor: Court Surfaces, Inc. State License # N/A
Address: P. 0. Box 57059 Phone No: (904) 268-0888
City
Jacksonville State Florida Zip Code 32241-7059
Describe work to be done: Cleaning, painting, replacing doors and netting
for two (2) Racquetball Courts
Present use of building: Racquetball Courts
Valuation of Proposed Construction: $ 11,460.00
Proposed use Racquetball Courts
Is this an addition? no If yes, what are the dimensions of the added
•
space: ft. X ft.' Will the added area be heated and
cooled? New electrical (or increase) ?
New plumbing fixtures? New fireplace? New Heat/AC?
SUBMIT TRIXZ (COMMERCIAL) T (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING
SITE PLAN, SURVEY, WZBG!' CODS WORMS, NOTICE or COMMENCEKENT, AND
OWNER/CONTRACTOR AFFIDAVIT, IT OWNER IS CONTRACTOR.
Signature OWNF t: Date:
Signature CONTRACTOR: Date: 6/2/99
Larry M. Pitts
AS TO OWNER:
Sworn to and subscribed before me this day of , 19_
NOTARY PUBLIC
AS TO CONTRACTOR:
Sworn to and subscribed before me this 2nd day of June ,1999.
Larry M. Pitts is personally n'/�i
NOTARY PUBLIC Alma . McKenney
known to me.
ALMA B.MCKENNEY
1*".'t COMMISSION#CC 537492
*� .r11.71 EXPIRES MAR 05,2000
? ,/, v< BONDED THRU
• ' MANIC SOWING CO.N0.
iri:Ajci:--.-...,,,,,,\\
1rJ'SCITY OF ATLANTIC BEACH
A , � 800 SEMINOLE ROAD
J— ATLANTIC BEACH, FL 32233
. .
INSPECTION PHONE LINE 247-5826
Application Number 08-00001671 Date 12/03/08
Property Address 802 SEMINOLE RD PARK
Application type description RESIDENTIAL ADDITION/ALTERATION
Property Zoning TO BE UPDATED
Application valuation . . . 430
Application desc
window replacement
Owner Contractor
ACE DOOR & WINDOW SERVICE
9123 HARE AVENUE
JACKSONVILLE FL 32211
(904) 727-6811
Structure Information 000 000
Construction Type TYPE 5-A
Occupancy Type DAY-CARE
Flood Zone ZONE X
Permit BUILDING PERMIT
Additional desc .
Permit Fee . . . . 00 Plan Check Fee . . . 00
Issue Date . . . 12/03/08 Valuation . . . . 430
Expiration Date . 6/02/09
Special Notes and Comments
*2004 FLORIDA BUILDING CODE W/ ' 05- ' 06 SUPPLEMENTS .
2004 FLORIDA FIRE PREVENTION CODE
2005 NATIONAL ELECTRICAL CODE
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS
Fee summary Charged Paid Credited Due
Permit Fee Total . 00 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total . 00 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
rj�.tVi BUILDING PERMIT APPLICATION
t' Alf 11
r ► CITY OF ATLANTIC BEACH
r 800 Seminole Road,Atlantic Beach FL 32233
75 ii`0r3»r ---'"
Office: (904)247-5826 • Fax: (904)247-5845
Job Address:[rL.:.t' �d u 1 l Pat k 1,20t) Permit Number:
gip,'per .Cane
Legal Description
Valuation of Work(Replacement Cost) $ ��_ 1
• Class of Work(Circle one): New Addition . lte r. ion 'epair Move
• Use of existing/proposed structure(s)(Circle one): I. •mmerc.. ' Residential
• If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No N/A
• Is approval of homeowner's association or other private entity required?(Circle one): Yes No
Describe in detail the type of work to be performed:
UJ1 nnl0a) Cep lane rn Pi) 1- Q 1 -0nr tos i,or) 6- 4d
Property Owner Information
Name:ea t o l2 Al fl'c iieari, Address: BOO 5,7,,„„,,. /�o�d
City J vwi ' t.,i State FLZip ,_3(;2.1:33 Phone 90 a 12 -5 Kff D
Contractor Information:
Name of Company:Ape_ or f'toi'ndotu : ruh'c e. Qualifying Agent: r Ai/P
Address: 9i.2 3 /kir . 4 t0en,.' City C r J on 0 III r_ State Pi_ Zip 3,7,211
Office Phone 9Dy 7 7 -wk!/ Job Site/Contact Number //,G�c /e. .93 Yf
State Certificatio egistration# ('A (_ /7.15/ g Office Fax# 9D�/ 7� 2-4'17 3
Architect Name&Phone #
Engineer's Name ne#
Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or
installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards
of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced
within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time
after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs,
Wells,Pools,Furnaces,Boilers,Heaters, Tanks and Air Conditioners, etc.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT
MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF
YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Thereby certify that I have read and examined this application and know the same to be true and correct. All provisions
of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting
of a permit does not presume to give authority to violate or cancel the provisions of any other federal, state, or local
law regulating construction or the performance of construction.
Signature of Property Owner: Signature of Contractor: w
Sworn to and subscribed before me Sworn to and sub bed before me _ .2
this Day of this I Day of �C..'s->\('c-.1..., --
Notary Public: Notary blic: INN NA, ��\
ot f1c:.iry r^u:,iic Mate of Florida 4.
k ' Deanna M.Wilmore
.k- > My Commission DD398666
.t./1. Expires 02/21/2009
Architectural Testing
1
0
•
AAMA/WDMA/CSA 101/I.S.2/A440-05
TEST REPORT
ALSIDE WINDOW COMPANY
SERIES/MODEL: 02A0/S140/S144/S146
PRODUCT TYPE: PVC Single Hung Window
Report No.: 70677.06-501-47
Test Dates: 01/17/07
Through: 01/31/07
Report Date: 12/18/07
Expiration Date: 01/31/11
1140 Lincoln Avenue
Springdale,PA 15144
phone: 724-275-7100
fax: 724-275-7102
www.archtest.com
A
471L a
Architectural Testing f
AAMA/WDMA/CSA 101/LS.2/A440-05
TEST REPORT
SUMMARY OF RESULTS
Summary of Results
Title Test Specimen#1 Test Specimen#2 Test Specimen#3
H-R15 1321 x 1981 H-LC25 1321 x 1981 H-LC30 1321 x 1549*
Primary Product Designator (52 x 78) (52 x 78) (52x61*)
-- 720 1':,X15.0�,slj 1200 P,, 015.0 t, :) 1110 P:: (79.0_ f!.
1)d6;g1;Y:eSJL:ic
Negative Design Pressure 720 Pa(15.0 psf) 1200 Pa(25.0 psi) 1440 Pa(30.0 psi)
Operating Force(in motion) 135 N(30.0 lbf) 135 N(30.0 11:10 N/A
0.7 L/s/m2 1.1 L/s/m2 N/A
Air Infiltration (0.14 cfm/ft2) (0.22 cfm/ft2)
Canadian Air Infiltration/Exfiltration Level N/A N/A N/A
Water Penetration Resistance Test Pressure 360 Pa(7.5 psi) 290 Pa(6.0 psf) N/A
Uniform Load Structural Test Pressure ±1080 Pa(22.5 psi) ±1800 Pa(37.5 psi) ±2160 Pa(45.0 psi)
Forced Entry Resistance Grade 10 Grade 10 N/A
Summary of Results
Title Test Specimen#4 Test Specimen#5 Test Specimen#6
H-LC30 1118 x 1956 H-LC35 1118 x 1524* H-LC40 914 x 1829*
Primary Product Designator (44 x 77) (44 x 60*) (36 *)
Design Pressure , 1440 Pa(30.0 psf) 1680 Pa(35.0 psi) 1920 P (40.0 psi) »'
Negative Design Pressure 1440 Pa(30.0 psf) 1680 Pa(35.0 psi) 1920 P (40.0 psi)
Operating Force(in motion) N/A N/A
Air Infiltration N/A N/A N/A .
Canadian Air Infiltration/Exfrltration Level N/A N/A N/A
N/A
Water Penetration Resistance Test Pressure N/A N/A ±2880 Pa A0.0 psf)
Uniform Load Structural Test Pressure ±2160 Pa(45.0 psi) ±2520 Pa(52.5 psf)
Forced Entry Resistance N/A N/A N/A
1140 Lincoln Avenue
Springdale,PA 15144
phone: 724-275-7100
fax: 724-275-7102
www.archtest.com
A
Architectural Testing
AAMA/WDMA/CSA 101/I.S.2/A440-05
TEST REPORT
SUMMARY OF RESULTS
A
Title Test Specimen#7
Primary Product Designator H-LC50 914 x 1524* (36 x 60*)
Design Pressure 2400 Pa(50.0 psf)
Negative Design Pressure 2400 Pa(50.0 psf)
Operating Force(in motion) N/A — _
Air Infiltration N/A
Canadian Air Infiltration/Exfiltration Level N/A
Water Penetration Resistance Test Pressure N/A
Uniform Load Structural Test Pressure ±3600 Pa(75.0 psf)
Forced Entry Resistance N/A
•
Test Completion Date: 01/31/07
Reference must be made to Report No. 70677.06-501-47, dated 12/18/07 for complete test
specimen description and data.
A
Architectural Testing
AAMA/WDMA/CSA 101/LS.2/A440-05 TEST REPORT
Rendered to:
ALSIDE WINDOW COMPANY
3773 State Road
Cuyahoga Falls,Ohio 44223
Report No.: 70677.06-501-47 4
Test Dates: 01/17/07
Through: 01/31/07
Report Date: 12/18/07
Expiration Date: 01/31/11
Project Summary: Architectural Testing, inc. (A i'1) was contractea oy Assoctatcu ivtaterials,
Inc. to witness tests on seven Series/Model 02A0/S140/S144/S146, PVC single hung windows at
Ohio.
The samples tested successfully met the
Falls Oh
their facility located in Cuyahoga P
performance requirements for the following ratings: Test Specimen#1: H-R15 1321 x 1981 (52
x 78); Test Specimen #2: H-LC25 1321 x 1981 (52 x 78); Test Specimen #3 H-LC30 1321 x
1549* (52 x 61*); Test Specimen #4: H-LC30 1118 x 1956 (44 x 77); Test Specimen #5:
H-LC35 1118 x 1524* (44 x 60*); Test Specimen #6: H-LC40 914 x 1829* (36 x 72*); Test
Specimen #7: H-LC50 914 x 1524* (36 x 60*). Test specimen description and results are
reported herein. The sample was provided by the client.
General Note: An asterisk (*) next to the performance grade indicates that the size tested for
optional performance was smaller than the Gateway test size for the product type and class.
Test Specification: The test specimens were evaluated in accordance with
AAMA/WDMA/CSA 101/I.S.2/A440-05, Standard/Specification for Windows, Doors, and Unit
Skylights.
Test Specimen Description:
Series/Model: 02A0/S140/S144/S146 +.
•
Product Type: Poly Vinyl Chloride (PVC) Single Hung Window
70677.06-501-47
Architectural Testing Page 2 of 14
Test Specimen Description: (Continued)
Test Specimen#1: H-R15 1321 x 1981 (52 x 78)
Overall Size: 1321 mm(52")wide by 1981 mm(78")high
Sash Size: 1260 mm(49-5/8")wide by 972 mm(38-1/4")high
Daylight Opening Size: 1197 mm(47-1/8")wide by 902 mm(35-1/2")high
Screen Size: 1226 mm(28-1/4")wide by 972 mm(38-1/4")high
Overall Area: 2.6 m2(28.2 ft2)
Test Specimen#2: H-LC25 1321 x 1981 (52 x 78)
Overall Size: 1321 mm(52")wide by 1981 mm(78")high
Sash Size: 1260 mm(49-5/8")wide by 972 mm(38-1/4")high
Daylight Opening Size: 1197 mm(47-1/8")wide by 902 mm(35-1/2")high
Screen Size: 1226 mm(28-1/4")wide by 972 mm(38-1/4")high
Overall Area: 2.6 m2 (28.2 ft2)
Test Specimen#3: H-LC30 1321 x 1549* (52 x 61*)
Overall Size: 1321 mm(52")wide by 1549 mm(61")high
Sash Size: 1264 mm(49-3/4")wide by 756 mm(29-3/4")high
Daylight Opening Size: 1200 mm(47-1/4")wide by 686 mm(27")high
Overall Area: 2.0 m2 (22.0 112)
I
70677.06-501-47
Architectural Testing Page 3 of 14
ra
Test Specimen Description: (Continued)
Test Specimen#4: H-LC30 1118 x 1956(44 x 77)
Overall Size: 1118 mm(44")wide by 1956 mm(77")high
Sash Size: 1060 mm(41-3/4")wide by 962 mm(37-7/8")high
Daylight Opening Size: 994 mm(39-1/8")wide by 889 mm(35")high
Overall Area: 2.2 m2(23.5 ft2)
Test Specimen#5: H-LC35 1118 x 1524*(44 x 60*)
Overall Size: 1118 mm(44")wide by 1524 mm(60")high
Sash Size: 1064 mm(41-7/8") wide by 745 mm(29-5/16")high
Daylight Opening Size: 997 mm(39-1/4") wide by 673 mm(26-1/2")high
Overall Area: 1.7 m2(18.3 ft2)
Test Specimen#6: H-LC40 914 x 1829* (36 x 72*)
Overall Size: 914 mm(36")wide by 1829 mm(72")high
Sash Size: 860 mm(33-7/8")wide by 897 mm(35-5/16")high
Daylight Opening Size: 791 mm(31-1/8")wide by 826 mm(32-1/2")high
Overall Area: 1.7 m2 (18.0 ft2)
Test Specimen#7: H-LC50 914 x 1524* (36 x 60*)
Overall Size: 914 mm(36")wide by 1524 mm(60")high
Sash Size: 857 mm (33-3/4")wide by 743 mm(29-1/4")high
Daylight Opening Size: 794 mm(31-1/4")wide by 679 mm(26-3/4")high
Overall Area: 1.4 m2(15.0 ft2)
A
°°1L 70677.06-501-47
Architectural Testing Page4of 14
Test Specimen Description: (Continued)
The following descriptions apply to all specimens.
Finish: All PVC was white.
Glazing Details: The sash was exterior glazed and the fixed lite was interior glazed with
nominal 19 mm (3/4") thick, sealed insulating glass fabricated from two sheets of 2.5 mm
(3/32") clear annealed glass, a "U" shaped steel spacer system embedded in sealant, single
sealed. The insulating glass was set against a double-sided adhesive tape and secured with
rigid vinyl glazing beads.
Frame Construction: The PVC frame was constructed using mitered and welded corner
construction. The fixed meeting rail was coped and fastened to the jambs using two screws
�t cacl! 2i13.
Sash Construction: The PVC sash were assembled utilizing mitered and welded corner
construction.
Screen Construction: The screen was constructed with extruded aluminum. The corners 1
were miter cut and secured using plastic corner keys. The fiberglass mesh screen cloth was
held-in-place with a flexible vinyl spline.
•
Weatherstripping:
Description Quantity Location
4.7 mm(0.187")backed by 2 Rows Sash stiles
6.6 mm(0.260")high pile
with center fin
4.7 mm(0.187")backed by 1 Row Lock rail, exterior meeting rail
6.6 mm(0.260")high pile
with center fin
4.7 mm(0.187")backed by 1 Row Sill,exterior meeting rail(exterior)
8.9 mm(0.350")high
vinyl jacket/foam filled bulb
0 4.7 mm(0.187")backed by 1 Bottom rail
10.2 mm(0.400")diameter
vinyl jacket/foam filled bulb
A
Ill■ 70677.06-501-47
Architectural Testing Page 5 of 14
Test Specimen Description: (Continued)
Hardware:
Description Quantity Location
ti
Metal cam lock and keeper 2 Lock rail,one 216 mm(8-1/2")
(Test Units#1, 3,4, 5, 6,7) in from each end
Metal cam lock and keeper 1 Lock rail,at mid-span
(Test Unit#2)
Constant force balance system 2 One per jamb
with locking tilt shoes
Plastic tilt latches 2 Lock rail one at each end
Cast metal tilt pins 2 Bottom rail,one at each end
Drainage:
Description Quantity Location
25.4 mm(1")wide by 4.7 mm 2 Exterior face of sill,one at
(3/16")high weepslot(with flap) each end
25 mm(1")wide by 2
Intermediate sill wall,one
4.7 mm(3/16")high weepslot at each end
1 31.8 nun(1-1/4")wide by 4 Sill/interior jamb track,
12.7 ii m (1/2") Jeep weepslot one at each end P
y
12.7 mm(1/2")wide by 2 Sill screen track,one
4.7 mm(3/16")high weepslot at each end
i
9.5 mm(3/8")wide by 2 Bottom sash rails,
4.8 mm(3/16")deep weepslot one at each end
4
4
A
70677.06-501-47
Architectural Testing Page 6 of 14
Test Specimen Description: (Continued)
w
Reinforcement:
Test Specimen #1: The lock rail contained a custom shaped, formed steel reinforcement
measuring 22.2 mm by 11.7 mm by 1.2 mm (0.875" by 0.461" by 0.047"), reference
Drawing No. UY0095. The sash stiles contained a custom shaped, formed steel
reinforcement measuring 22.2 mm by 12.0 mm by 1.5 mm (0.875" by 0.473" by 0.059"),
reference Drawing No. UY0094.
Test Specimens #2 through #7: The lock rail contained a custom shaped, formed steel
reinforcement measuring 22.2 mm by 11.7 mm by 1.2 mm (0.875" by 0.461" by 0.047"),
reference Drawing No. UY0095. The bottom rail and sash stiles contained a custom shaped,
formed steel reinforcement measuring 22.2 mm by 12.0 mm by 1.5 mm (0.875" by 0.473"
by 0.059"), reference Drawing No. UY0094.
Installation: The unit was installed in a wood buck constructed of Spruce-Pine-Fir P
construction lumber and secured through the jambs to the buck using four #8 x 64 mm
(2-1/2") long screws, one at the top and bottom of each jamb. The exterior and interior
perimeter was sealed with a silicone sealant, with the exception of an approximate 150 mm
(6") long void at each interior sill corner. A nominal 5 mm (3/16") gap was maintained at
the perimeter between the buck and window frame.
f+ .
•
I
A
libi■ 70677.06-501-47
Architectural Testing Page 7 of 14
Test Results: The results are tabulated as follows:
Paragraph Title of Test-Test Method Results Allowed
Test Specimen#1: H-R15 1321 x 1981 (52 x 78)
5.3.1 Operating Force per ASTM E 2068
Open
Initiate motion 144 N(32 1W) N/A
Maintain motion 135 N (301bf) 135 N (30 lbt)
Close
Initiate motion 45 N (10 1W) N/A '
Maintain motion 68 N (15 lbf) 135 N (30 1W)
Locks
Open 68 N(15 lbs) 100 N (22.5 lbs)
Close 68 N(151bs) 100 N (22.5 lbs)
Latches 5 N(1 lbf) 100 N(22.5 lbf)
5.3.2 Air Leakage Resistance per ASTM E 283
75 Pa(1.6 psf) 0.7 L/s/m2 1.5 L/s/m2
(0.14 cfm/ft2) (0.3 cfm/ft2 max.)
Note #1: The tested specimen meets (or exceeds) the performance levels specified in 14
AAMA/WDMA/CSA 101/I.S.2/A440-05 for air leakage resistance.
5.3.3 Water Penetration Resistance per ASTM E 547 (See Note#2)
Note #2: The client opted to start at a pressure higher than the minimum required. Those
results are listed under "Optional Performance".
5.3.4.2 Uniform Load Deflection per ASTM E 330 it
il (Deflections were taken on the exterior meeting rail)
(Loads were held for 10 seconds)
i 720 Pa(15.0 psf)(positive) 14.0 mm(0.55") See Note#3
720 Pa(15.0 psf)(negative) 15.0 mm(0.59") See Note#3
Note#3: The deflections reported are not limited by AAMA/WDMA/CSA 101/I.S.2/A440-05
for this product designation. The deflection data is recorded in this report for special code
compliance and information only.
01
4161,
70677.06-501-47
of 14 8 o
Architectural Testing Page 4
Test Results: (Continued)
Paragraph Title of Test-Test Method Results Allowed
Test Specimen#1: H-R15 1321 x 1981 (52 x 78)(Continued)
5.3.4.3 Uniform Load Structural per ASTM E 330
(Permanent sets were taken on the exterior meeting rail)
(Loads were held for 10 seconds)
1089 Pa(22.5 psf)(positive) 0.5 mm(0.02") 5.1 mm(0.20")
1080 Pa(22.5 psf)(negative) 1.5 mm(0.06") 5.1 mm(02.0")
5.3.5 Forced Entry Resistance per ASTM F 588
Type: A Grade: 10
Tests Al through A7 No entry No entry
Lock Hardware Manipulation Test No entry No entry
Sash/Panel Manipulation Test No entry No entry
5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated
5.3.6.3 Deglazing Test
In operating direction-320 N (70 lbs)
0.8 mm(0.03 ) 11.4 mm(0.45")/90%
0.8 mm(0.03") 11.4 mm(0.45")/90%
In remaining direction-230 N(50 lbs)
0.3 mm(0.01") 11.4 mm(0.45")/90%
0.3 mm(0.01") 11.4 mm(0.45")/90%
Optional Performance
4.4.2.6 Water Penetration Resistance per ASTM E 547
(with and without insect screen)
360 Pa(7.5 psf) No leakage No leakage
A
70677.06-501-47
Architectural Testing Page 9 of 14
Test Results: (Continued)
Paragraph Title of Test-Test Method Results Allowed
Test Specimen#2: H-LC25 1321 x 1981 (52 x 78)
5.3.1 Operating Force per ASTM E 2068
Open
Initiate motion 144 N(32 lbf) N/A
Maintain motion 135 N(30 lbf) 135 N(30 lbf)
Close
Initiate motion 45 N (10 Ibt) N/A
Maintain motion 68 N(15 lbt) 135 N(30 lbf)
Locks
Open 68 N (15 lbs) 100 N (22.5 lbs)
Close 68 N(15 Ibs) 100 N(22.5 Ibs)
Latches 5 N(1 lbf) 100 N (22.5 lbf)
5.3.2 Air Leakage Resistance per ASTM E 283
75 Pa(1.6 psf) 1.1 L/s/m2 1.5 L/s/m2
(0.22 cfm/ft2) (0.3 cfm/ft2 max.)
Note #1: The tested specimen meets (or exceeds) the performance levels specified in
AAMA/WDMA/CSA 101/I.S.2/A440-05 for air leakage resistance.
5.3.3 Water Penetration Resistance per ASTM E 547 (See Note#2)
5.3.4.2 Uniform Load Deflection per ASTM E 330
(Deflections were taken on the exterior meeting rail)
(Loads were held for 10 seconds)
1200 Pa(25.0 pst)(positive) 26.2 mm(1.03") See Note#3
1200 Pa(25.0 psI)(negative) 30.0 mm(1.18") See Note#3
5.3.4.3 Uniform Load Structural per ASTM E 330
(Permanent sets were taken on the exterior meeting rail)
(Loads were held for 10 seconds) �+
1800 Pa(37.5 psi)(positive) 1.0 mm(0.04") mm(0.20' )
1800 Pa(37.5 psi)(negative) 2.3 mm(0.09") 5.1 mm(02.0")
70677.06-501-47
Architectural Testing Page 10 of 14
.10
Test Results: (Continued)
n _ t, er'11 o,cT;, t T„.f x,1.0111.14 ge(1111. lloww'ed
Test Specimen#2: H-LC25 1321 x 1981 (52 x 78)(Continued)
5.3.5 Forced Entry Resistance per ASTM F 588 t
Type: A Grade: 10 4
Tests A 1 through A7 No entry No entry
Lock Hardware Manipulation Test No entry No entry
Sash/Panel Manipulation Test No entry No entry
Optional Performance
,�.r !','ah�. P.r. tratio:.Re ;s1an e pet _ATM F 541
(with and without insect screen)
290 Pa(6.0 psf) No leakage No leakage
Test Specimen#3: H-LC30 1321 x 1549* (52 x 61*)
Optional Performance
4.4.2.6 Uniform Load Deflection per ASTM E 330
(Deflections were taken on the exterior meeting rail)
(Loads were held for 10 seconds)
1440 Pa(30.0 psf)(positive) 31.2 mm(1.23") See Note#3
1440 Pa(30.0 psf)(negative) 33.5 mm(1.32") See Note#3
4.4.2.6 Uniform Load Structural per ASTM E 330
(Permanent sets were taken on the exterior meeting rail)
(Loads were held for 10 seconds)
2160 Pa(45.0 psf)(positive) 2.8 mm(0.11") 5.1 mm(0.20")max.
2160 Pa(45.0 psf)(negative) 5.1 mm(0.20") 5.1 mm(0.20")max.
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Test Results: (Continued)
Paragraph Title of Test-Test Method Results Allowed
Test Specimen#4: H-LC30 1118 x 1956(44 x 77)
Optional Performance
4.4.2.6 Uniform Load Deflection per ASTM E 330
(Deflections were taken on the exterior meeting rail)
(Loads were held for 10 seconds)
1440 Pa(30.0 psf)(positive) 15.5 mm(0.61") See Note#3
1440 Pa(30.0 psf)(negative) 21.3 mm(0.84") See Note#3
4.4.").6 txt1 ASTlr; i 330
kPermanent sets were taken on the exterior meeting rail)
(Loads were held for 10 seconds)
2160 Pa(45.0 psf)(positive) 1.5 mm(0.06") 4.3 mm(0.17")max.
2160 Pa(45.0 psf)(negative) 2.0 mm(0.08") 4.3 mm(0.17")max.
Test Specimen#5: H-LC35 1118 x 1524* (44 x 60*)
Optional Performance
4.4.2.6 Uniform Load Deflection per ASTM E 330
(Deflections were taken on the exterior meeting rail)
(Loads were held for 10 seconds)
1680 Pa(35.0 psf)(positive) 15.2 mm(0.60") See Note#3
1680 Pa(35.0 psf)(negative) 16.0 mm(0.63") See Note#3
4.4.2.6 Uniform Load Structural per ASTM E 330
(Permanent sets were taken on the exterior meeting rail)
(Loads were held for 10 seconds)
2520 Pa(52.5 psf)(positive) 2.3 mm(0.09") 4.3 mm(0.17")max.
2520 Pa(52.5 psi)(negative) 2.3 mm(0.09") 4.3 mm(0.17")max.
i+.,
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Test Results: (Continued)
Paragraph Title of Test - Test Method Results Allowed
Test Specimen#6: H-LC40 914 x 1829* (36 x 72*)
Optional Performance
4.4.2.6 Uniform Load Deflection per ASTM E 330
(Deflections were taken on the exterior meeting rail)
(Loads were held for 10 seconds) See Note#3
1920 Pa(40.0 psf)(positive) 8.6 mm(0.34")
1920 Pa(40.0 psf)(negative) 10.9 mm(0.43") See Note#3
4.4.2.6 Uniform Load Structural per ASTM E 330
(Permanent sets were taken on the exterior meeting rail)
(Loads were held for 10 seconds)
2880 Pa(60.0 psf)(positive) 1.0 mm(0.04") 43.5 mm(0.14")max.
2880 Pa(60.0 psi)(negative) 1.0 mm(0.04") 3.5 mm(0.14")max.
Test Specimen#7: H-LC50 914 x 1524* (36 x 60*)
Optional Performance
4.4.2.6 Uniform Load Deflection per ASTM E 330
(Deflections were taken on the exterior meeting rail)
(Loads were held for 10 seconds)
2400 Pa(50.0 psf)(positive) 9.7 mm(0.38") See Note#3
2400 Pa(50.0 psf)(negative) 10.9 mm(0.43") See Note#3
4.4.2.6 Uniform Load Structural per ASTM E 330
(Permanent sets were taken on the exterior meeting rail)
(Loads were held for 10 seconds) 43.5 mm(0.14")max.
3600 Pa(75.0 psf)(positive) 1.5 mm(0.06")
3600 Pa(75.0 psf)(negative) 1.0 mm(0.04") 3.5 mm(0.14")max.
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Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing,
Inc. and match the test specimen reported herein.
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Detailed drawings,data sheets,representative samples of test specimens, a copy of this report,or 4.,
other pertinent project documentation will be retained by Architectural Testing. Inc. for a period
of four years from the original test date. At the end of this retention period, such materials shall , .
be discarded without notice and the service life of this report will expire. Results obtained are
tested values and were secured by using the designated test methods. This report does not
constitute certification of this product nor an opinion or endorsement by this laboratory. It is the It
exclusive property of the client so named herein and relates only to the specimen(s)tested. This
report may not be reproduced, except in full, without the written approval of Architectural
Testing,Inc.
For ARCHITECTURAL TESTING, INC./AIL
3 VX\\All ...
Digitally for.Lynn George Sardy L DiiCaro tagyll Signed by:Michael L Mackereth ---
Lynn George Michael L. Mackereth
Project Manager Director-Operations
Attachments(pages): This report is complete only when all attachments listed are included.
Appendix-A: Alteration Addendum(1)
Appendix-B: Drawings(12)
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