)*b E N 4. f 1% - Florida Building · Foam filled vinyl leaf 1 Row Adhesive back foam 1/2" by 1/4" 1 Row Location Jambs and head Perimeter of vent frame Frame Construction: The door

A

Architectural Testing

PERFORMANCE TEST REPORT

Rendered to:

GLASSCRAFT DOOR COMPANY

SERIES/MODEL: Buffalo Forge Steel Doors / Arch Top DoublePRODUCT TYPE: In-swing Arch Top Double Door RH-4-5/8

Title

Uniform Load Deflection Test Pressure

Uniform Load Deflection Test Pressure

Uniform Load Structural Test Pressure

Uniform Load Structural Test Pressure

This report contains in its entirety:

Cover Page: 1 pageReport Body: 6 pages

Drawings: 6 pages

Summary of Results

+2427 Pa (+50.68 psf)-3063 Pa (-63.98 psf)

+3640 Pa (+76.02 psf)-4595 Pa (-95.97 psf)

S mire Electronic Seal

fur Electi·ollie Subinittal

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Digitally Signed by: Joseph A. Reed

Date: 2010.07.21 10:29:49 -04'00'

Reference should be made to Report No. 72617.01-801-44 for complete test specimendescription and data.

2865 Market Loop, Suite BSouthlake, Texas 76092

phone: 817-410-7202fax: 817-424-8463

www.archtest.com

A


PERFORMANCE TEST REPORT

Rendered to:

GLASSCRAFT DOOR COMPANY

2002 Brittmoore Road

Houston, Texas 77043

Report No.:Revision 1:

Test Date:

Report Date:**Record Retention End Date:

72617.01-801-44

07/21/10

04/17/07

06/18/07

04/17/11

Project Summary: Architectural Testing, Inc. was contracted by GlassCraft Door Company toperform testing on a Series/Model Buffalo Forge Steel Doors /Arch Top Double, in-swing archtop double door RH-4-5/8. Test specimen description and results are reported herein. The

sample was provided by the client. Testing was conducted at the Architectural Testing, Inc.laboratory in Southlake, Texas.

Test Methods: The test specimen was evaluated in accordance with:

ASTM E330-02, Test Method for Structural Performance of Exterior Windows, CurtainWalls and Doors by Uniform Static Air Pressure Difference

Test Specimen Description:

Series/Model: Buffalo Forge Steel Doors/ Arch Top Double

Product Type: In-swing arch top double door

Overall Size: 1902 mm (74-7/8") wide by 2508 mm (98-3/4") high

Leaf Size (2): 914 mm (36") wide by 2438 mm (96") high

Door Daylight Opening Size (2): 572 mm (22-1/2") wide by 2184 mm (86") high

Overall Area: 4.56 m2 (49.09 ff)

Finish: Brown paint

2865 Market Loop, Suite BSouthlake, Texas 76092

phone: 817-410-7202fax: 817-424-8463

www.archtest.com

Test Specimen Description: (Continued)

A


72617.01-801-44

Page 2 of 6Revision 1: 07/21/10

Glazing Details: The insulating glass unit was exterior glazed. It was comprised of twopieces of 1/8" thick tempered pattern glass with a 1/4" air spacer providing 5/8" overallthickness. Butyl tape was located at the exterior and interior with a screw applied steelglazing bead at the interior. Glazing bead screws were located 7" from each corner and 10"on center thereafter.

Weatherstripping:

Description Ouantity

Foam filled vinyl leaf 1 Row

Adhesive back foam 1/2" by 1/4" 1 Row

Location

Jambs and head

Perimeter of vent frame

Frame Construction: The door frame section was constructed of 4-5/8" thick steel jambs,

and included an adjustable extruded aluminum threshold. The aluminum threshold wassecured to the jambs with three #8 x 3" screws at each end.

Leaf Construction: The door leaf was constructed from steel with a foam core. A glass

frame was secured to the door leaf with three barrel hinges and three sweep latches. Sweeplatch keepers were welded to the door leaf. A decorative iron grille was secured at theexterior of the unit.

Hardware:

Description

Prodeco Hinge

Glass frame hinge

Lockset

Deadbolt

Flush bolt

Sweep latch

Sweep latch keeper

Quantity

4

1

1

2

6

6

6

Location

12-1/2" and 71-1/2" from the bottom

of each leaf

12" from each end and the midpoint

of each glass frame

37" from the bottom of the lock stile

43" from the bottom o f the lock stile

Top and bottom of the fixed leaf

12" from each end and the midpointof the glass frame

Door leaf corresponding to eachsweep latch

Test Specimen Description: (Continued)

Drainage: Sloped sill

A


72617.01-801-44


Installation: The jambs were secured to a #2 Yellow Pine test buck with #14 x 3" screws9" from each corner and 16" on center thereafter.

A


Test Results: The following results have been recorded:

Test Method

ASTM E 330

ASTM E 330

Title of Test

72617.01-801-44


Indicator Readings (inch)#1 #2 #3

Uniform Load Deflection

(Deflections reported were taken on the active lock stile)

(Loads were held for 24 seconds)+2427 Pa (+50.68 psf) (positive) 1.06 0.68 0.14

-3063 Pa (-63.98 psf) (negative) 0.55 0.49 0.48

Uniform Load Structural

(Permanent sets reported were taken on the active lock stile)(Loads were held for 10 seconds)

+3640 Pa (+76.02 psf) (positive) 0.22 0.18 0.04

-4595 Pa (-95.97 psf) (negative) 0.10 0.09 0.08

Tape and film were used to seal against air leakage during structural testing. In our opinion,the tape and film did not influence the results of the test.

General Note: Upon completion of testing, the specimens met the requirements of thereferenced standards.

A


72617.01-801-44


* *Detailed drawings, data sheets, representative samples of test specimens, a copy of this report,or 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, suchmaterials 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. If test

specimen contains glazing, no conclusions of any kind regarding the adequacy or inadequacy ofthe glass in the test specimen can be made. This report does not constitute certification of thisproduct nor an opinion or endorsement by this laboratory. It is the exclusive property of theclient 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:

#«Ck'AL

Digitally Signed by: AnclfCost Digitally Signed by: Joseph A. Reed

Andy CostLaboratory Manager

AC:ay/cmd

Joseph A. Reed, P.E.Director - Engineering / Product Testing

Attachment(s) (pages): This report is complete only when all attachments listed are included.

Appendix-A: Drawings (6)

Rev. # Date Page(s)

0 06/18/07 N/A

1 07/21/10 1,5

A


Revision Log

Revision(s)

Original report issue

72617.01-801-44


Replaced Expiration Date wording withRecord Retention End Date.

This report produced from controlled document template ATI 00168, revised 05/03/07.

A


Appendix A

Drawings

72617.01-801-44

Revision 1: 07/21/10

Double door

Eyebrow top

2%6

136"-.

_»

03/8

05/16'

DETAIL

CZ

(100 (1-xs/"Cal.10

Weld Pk#-1/4' x 3/4' 000

Countersink Hclic:

Inside

9-rOutside

Detail of Countersink

26

1

1-5.

4%"-

_11"

17"

98*6

86;1

,Architectural Testingtest sample complies with these details.Deviations are noted.011%01-4411 10 Jt*&

1 2M. R61%

11 ***

36

4

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363§

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95

74?10

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1

f.

Glass*CraftDoor Company

Double door

Eyebrow top

98 *6

12*

86jl

R61%

3G

Architectural TestingTest sani.e complies with these details.Deviations are nou:il.-1(,17.0(--50(,ti_*9%%<,6-/LVE:,-SIi;

3636

r

4-95

74*e

244F-

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-024

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C

C5

Double door

Cross Section

(glass frame not shown)

4

1 Jamb

2 Stile3 Glass

4 Forge5 Door stop6 Astragal7 Prodeco hinge8 Glass frame hinge9 Forge frame10 Fixed giass stop11Screwed glass stop

9

c=CL 11

,94 Architectural Testing'14=&Tesi sample compiles with these defails.Deviauons are noted...01*it

po,tigl• led'*'-«

' 4

4. 4,1

Class Ponel detail

LE 34.(c-075)

b=z c=:rfO0

See Gloss ponel deton

I Door p.nel I

m. Gig= k ki)

1".2

(R-200)


A Architectural Testing#' c. :' H " these details.

De,GarioF}5 dre noled.12267-2139139pewyed6 --/2.-07 -s-tu.2£---

DaW-JE.........

3" # 8 Screws

0

/Door

End Section View

1/Jamb

" # 8 Screws

Front View

Thres hold In Swing


Door Jam

Cross Section

3" # 14 F/H Screws

1 Jamb

2 Stile3 Glass

4 Forge5 Door stop6 Astragal7 Prodeco hinge8 Glass frame hinge9 Forge frame

10 Fixed glass stop11 Screwed glass stop

7

2

4&1 '

"(St. 50,friple S<::TijM. -.'f, j t,65© 4&181)iS.... V :.diuu 1 are nol·ed©

ReDO«1,-7dbt1eL=Mt-9Date *ri 2--07 -Sech-JL-_.

411111111111,14,1,1,!11[111111111,11111,1,111,11111111

ulon Weather Strip


E

9

8

Z/C FLUSH BOLT

Product code: FB1

Zinc alloy flush bolt with11"- rod.

*Positive "U" joint actuator with 7/8" throw*1/8" offset with 3/4" backset.*5/8" adjustment on rod length.*Round brass tip

*Finish option:AL: Baked satin aluminum.DU: Baked duronodic.BK: Baked black.

0

11" L.ROD

-1

8852 SED-.

.0,6.-10..54*Dr&<?08e,dy

Technical Information

-1121- 1

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12.8-j3.2 (1/87

CO

CS.

1[3]1 1 3 6,al IS

Lu 43.638.6

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41

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Documents

)*b E N 4. f 1% - Florida Building · Foam filled vinyl leaf 1 Row Adhesive back foam 1/2" by 1/4" 1 Row Location Jambs and head Perimeter of vent frame Frame Construction: The door