HomeMy WebLinkAboutIMPACT PERFORMANCE CERTIFICATION - AUTH - 1-26-10Document Title:
Impact Performance
Doc No: FRM B1-43
Rev No: 3
Page: SCANNED
���'S7'®1�
BY
HRT IICATIONp, tNC.
Certification
St Lucie C®ur
Authorization Report
Required By: PRO B1-03
This Cer
of the pr
of KCI,
requirerr
labels. t
shall be
A,
CAR & Product ID Number: 190 - 252
Issue Date: 1/26/2010
Revision Date: 4/8/2014
Expiration Date: 5/28/2016
Company Code: 190
fication Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review
duct qualification documents for the product named below. This report is only valid when signed by an officer
nd indicates the product as manufactured by the company named below has been tested and meets the
ruts of the referenced standard and is eligible for the application of Keystone Certification Program certification
;ensee stipulates in affixing certification labels to products, that those products are representative of the
evaluated and documented for certification authorization. Only products bearing such a certification label
)nsidered certified. The information in this report can .be verified at www.keystonecerts.com.
Information:
Product Information:
PGT Inidustries Model: AW2740 Impact Awning
1070 Technology Dr. PO Box 1529 Operator Type: AP
Nokomlis FL 34274 Config: All/Snub, OS-5/16" HS Lami IG or Mono
Max Width: 53
Max Height: 32
Corresponding Structural CARs: 190-759.0
Referenced
Standard:
Product Rating:
AS TM,
E 1 886/E 1996-05 & AAMA 506-08
Missile Level D, Wind Zone 4, DP +65/-80, 53x32
Qualifying
Test Information:
Test Report
Test Report No:
Expiration:
NCTL-210-3633-2
5/28/2016'
Authorized Signature:
Digitally signed by Steven M. Urich
DN: cn=Steven M. Urich, o=Keystone
Certifications, Inc., ou,
email=surich@keystonecerts.com,
c=US
Date: 2014.04.09 09:18:30-04'00'
Keystone Certifications, Inc.
564 Old York Road, Suite 5
Etters, Pennsylvania 17319
Phone: 717-932-8500
Fax: 717-932-8501
WWW.KEYSTONECERTS.COM /'
GENERAL NOTES:
1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH
THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED.
2) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. 1X WOOD BUCKS
ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD
BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. ATTACHMENT METHOD
OF WOOD BUCKS SHALL BE DONE BY OTHERS.
3) SEE TABLES FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO
SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO).
4) SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.
5) ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE
FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS
REQUIRED TO PREVENT REACTIONS. ALUMINUM SHALL BE PROTECTED FROM
DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE.
6) ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR
FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DONE BY OTHERS.
7) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, 2.7 KSI
CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90.
GLAZING COMPLIES WITH ASTM E1300.
8) THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.
THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD
SCREWS.
9) IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE TABLES, ALWAYS ROUND
UP TO THE NEXT LARGER VALUE.
TABLE 1: DESIGN PRESSURE
Window Buck Size
Frame Type
t onfig.
Interlayer
Type
Design Pressure
Cerryfication
Numbers
Width
Height
Flange, Add -on
D90"
53.1181,
32"
Fin or Equal-
X
Butacite
65
80
190 252,
Leg
PVB
190459
TABLE 2: ANCHORS
Anchor
Substrate
Min. Edge
Min.Distance `Embedment
#10 Sheet Metal Screw,
Steel or Stainless Stealeel
St
P.T. Southern Pine (SG - .55)
1/2"
1-3/8"
Aluminum, 6063-T5 min.
3/8"
1/8"
Steel Stud, Gr. 33 min.
318"
0.0346 (20 ga)
A36 Steel-
3/8"
1/8"
3/16" Steel Ultracon
P.T. Southern Pine (SG = .55)
1/2"
l-WIT,
Concrete (min. 2.7 ksi)
T,
1"
Ungrouted CMU, (ASTM C-90)
1"
1-1/4"
-NOTE'-FOR ALL -METAL SUBSTRATES. SCREW EMBEDMENT SHALCBE MIN.3 THREADS BEYOND INSIDE FACE OF MATERIAL
ANCHOR LOCATIONS
& SPACING
r 53-1/8" MAX. BUCK — - - 6-1/4"
MAX.
32" MAX. `
BUCK `
j♦♦♦ �i� 10" MAX.
♦ O.C.
f
6 1/4" MAX, 13-5/8" f ,�
MAX. O.C.
FLANGE FRAME, X
5/16" LAM[
GLASS NOMINAL
.090" DUPONT
PVB INTERLAYER
1/8' HEAT
STRENGTHENED GLASS
3/4" L
EXTERIOR N. L
7�1
SIKAFLEX 552--
SILICONE
7/8'
1/8' HEAT
STRENGTHENED GLASS
AIRSPACE (IG ONLY)
1/8' TEMPERED GLASS
(IG ONLY)
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1070 TECHNOLOGY DRIVE
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A. Lynn Miller, P.E.
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JAMB INSTALLATION
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INSTALLATION NOTES:
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1) SEE SHEET 1 FOR SPACING REQUIREMENTS.
1070 TECHNOLOGY DRIVE2)
SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS.
NOKOMIS, FL 34275
7�
3) MAX. SHIM THICKNESS TO BE 1/4'.
FL CERT. OF AUTH.: 29296
AWNING WINDOW INSTALLATION__--
_
_4) GLASS SHOWN IS FOR(ILLUSTRATIVE-PURPOSES-ONLYAND.MAY-DIFFERTO MEET -DESIGN -REQUIREMENTS.
A. Lynn Miller, P.E.
s.� a.e
sew:
sio.r
5) FIN AND/OR FLANGE MAY BE REMOVED. FOR EQUAL -LEG FRAME APPLICATIONS, USE FLANGE INSTRUCTIONS.
P.E. f758705
AW-2740
NTS
2 of 3
10,..A.r
1072011JR
INSTALLATION WITH FIN FRAME
ASTANCE
LENT
N
(TERIOR
FIN FRAME,
HEAD INSTALLATION
FIN FRAME,
HEAD INSTALLATION
STANCE
LENT
'ERIOR
RIOR
1
JAMB INSTALLATION SUBSTRATE
ID
EXTERIOR
SUBSTRATE
C RI
C3
SHIM
❑ SHIM
❑ FIN FRAME,
S
1XWOOD
JAMB INSTALLATION 1X
_
:'
Nr-.. ES7n5
WOOD
/
OPTIONAL
EXTERIOR
-
'u o IS
STUCCO
SUBSTRATE
ADAPTER.`.
��
h•.' GP.ID.
SUBSTRATE
FIN FRAME.
FIN FRAME, SILL INSTALLATION
SILL INSTALLATION
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INSTALLATION NOTES:
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1) SEE SHEET 1 FOR SPACING REQUIREMENTS.
1070 TECHNOLOGY DRIVE
2) SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS.
NOKOMIS, FL 34275
7 w
3)- MAX _SHIMTHICKNESSTOBE'U4',—_ --- -- — — --
-FL CERT. OFAUTH.-2s2sa
— AWNING -WINDOW INSTALLATION_
4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS.y
A. Lynn P.E.
a�
5) FIN AND/OR FLANGE MAY BE REMOVED. FOR EQUAL -LEG FRAME APPLICATIONS, USE FLANGE INSTRUCTIONS.
5870
P.E. #58705
AW-2740
NTS
3 of 3
1072011JR