HomeMy WebLinkAboutSTRUCTURAL PERFORMANCE CERTIFICATION - AUTH - 11-11-14 - 2Docunent Title:
Structural Performance
Doc No: FRM B1.02
Rev No: 7
Page 1 or: 1
>�'EYSTON
SCANNED
CiIrf1FIGAYpNO.fIVG
Certification
,
iBY
Authorization Report
St Lucie County I
Required By: PRO 131-03
CAR & Product ID Number:
190 - 1029.0
Issue Date:
11 /11 /2014
Revision Date:
11/17/2014
Expiration Date:
10/1/2018
Company Code-
1 an
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCU after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
i
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified atwww.keystonecerts.com.
Licensee Information: Product Information:
PGT Industries Model: SH5500 View PVC Imp Single Hung
1070 Technology Dr. PO Box 1529 Operator Type: H
Nokomis FL 34274 Config: EM/AII, GS-5/16" Ann Lami iG
i
Max Width: 52
Max Height: 92
Referenced Standard: )Product Rating:
AAMA/WDMA/CSA 101/I.S.2/A440-11 Class LC-PG65 1324x2330 (52x92)-Type H Neg DP=70
Qualifying Test Information:
Test Report No: FTL-7950
Test Report Expiration: 10/1/2018
Authorized .Signature:
Digitally signed by Steven M. Urich
DPI: cn=Steven M. Urich, o=Keystone
2/- Certifications, Inc.,ou,
= email=surich@keystonecerts.com,
c=US
Date: 2014.11.1715:55:47-05'00'
wW W. KEYSTONECERTS.COM
Keystone Certifications, Inc.
564 Old York Road, Suite 5
Etters, Pennsylvania 17319
Phone: 717-932-8500
Fax: 717-932-8501
MAX. BUCK WIDTH
SEE TABLE 1
26'
MAX.
B, SEE 12* MAX. O.C.
SHEET 3
A, SEE
SHEET3
12' MAX.
O
I
MAX.
UCK
SEE
1
BUCK
B NO ANCHORS AT SILL `
ELEVATION FOR TYP. EQUAL LEG FRAME,
EQUAL-LITE CONFIGURATION
GENERAL NOTES: SERIES 5500 IMPACT RESISTANT VINYL
SINGLE HUNG WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE
REQUIREMENTS OFTHE FLORIDA BUILDING CODE.
2) ALL WOOD BUCKS LESS THAN 1-1YY THICK ARE TO BE CONSIDERED IX
INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY
TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER
1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR).
3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING
OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATION
ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS
BEYOND THE SCOPE OF THESE INSTRUCTIONS.
4) MAX. 114- SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE
PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF
TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
5) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE
33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF
ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE FOR CORROSION RESISTANCE.
B, SEE
SHEET 3
A. SEE
SHEET 3
- SEE TABLE 1
28-
A MAX.
MAX. O.C.
1
/
17.88 MAX O.C.
MAX. B
HEIGHT
TABL
X Q
1 D� MAx.
/
A 13.773' MAX. O.C.
&1
B W'n.nV I alLL }
ELEVATION FOR TYP. FLANGE FRAME,
PROVIEW/ORIEL CONFIGURATION
().COTTAGE SIMILAR)
TAR[ P 1-
MAX. BUCK WIDTH
SEE TABLE 1
2' MAX
D. ET 4 —+•+ I+— 4-MAX. O.C.
SHEET 4
C, SEE r
SHEET4 l T
4' MAX. 0 I / MAX. BUCK
JCK O.C. - HEIGHT SEE
SEE X /� TABLE 1
C
D 2' MAX.�—
ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME,
EQUAL-LITE-CONFIGURATION
(SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
Window Buck Size
Configuration
Reini.
Level
Design Pressure
Certification
(CAR) Number
Width
Height
+ ( ) P�
(_) Psf
52-1/8"
84"
Equal-lite
R1
50.0
50.0
190-285, 1028
52-1/8"
84"'
Std. ProView
52-1/8"
91-13/16"
Custom Sash
52-1/W
84"
Equal-lite
R2
65.0
70.0
190-286, 1029
52-1/8"
84"
Std. ProView
52-1/8"
91-13116"
Custom Sash
J?n.r
CERT. OF AUTH. #29296
1070 TECHNOLOGY DRIVE
NI VENICE, FL 34275
(941}480-1600
VINYL SH WINDOW FPA (IMP --RESIST.)
GENERAL NOTES & ELEVATIONS
SHAPES MAY BE USED BY
INSCRIBING THE SHAPE IN
A BLOCK AND OBTAINING
DESIGN PRESSURES FOR
THAT BLOCK SIZE FROM
THE TABLE ON THIS SHEET.
0
12/13/14
J ROSOWSKI
SH-5500 h NTS N 1 OF 4 o z FPA-5500.0 � i' A. LYNN MILLER, P.E.
P.E., 58705
Mi
TAPI e m eurunoc ,"feTe1 , en Tuon, mu enauv
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment
10 SMS
(steel, 183 S.S.
or410 S.S.)
Max. DP of 50.0
P.T. Southern Pine (SG-0.55)
7/16"
1
Steel, A36
30
0.05T
Steel Stud, A653 Gr. 33
3/8"
0.0346' (20 Ga.)
Aluminum, 6063-75
VT_
0.0713" 14 Ga.
#12 SMS
(steel, 188 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=0.55)
9/16"
Steel, A36
3/9"
0.05(y'
Steel Stud, A053 Gr. 33
3/8"
0.0346" (20 Ga.)
Aluminum, 6063-T5
3/8"
0.0713' 14 Ga.
3/18" Ultracon
(steel)
Max. OP of 50.0
P.T. Southern Pine (SG=0.55)
7/18"
11v8"
Concrete (min. 2.85 ksi)
1"
13/8'
Ungmted CMU, (ASTM G90)
2-1/2"
14/4"
1/4" Ultracon
(steel)
P.T. Southern Pine (SG=0.55)
1"
13/8"
Concrete (min. 2.85 ksi)
1"
13/4"
Ungmted CMU, (ASTM C430)
2-1/7
1-114"
Concrete (min. 2.85 ksi)
2-1/T
13/4"
1/4" Crete -Flex
(410 S.S.)
P.T. Southern Pine (SG=0.5
i"
13/8"
Concrete (min. 3.35 ksi)
1"
13/4"
Ungrouted CMU, (ASTM C-90)
2-1/2"
1414"
Concrete min, 3.35 ksi
2-1/2"
13/4"
1/4' Aggle Gator
Concrete min. 3.275 ksi 1
P.T. Southern Pine (SG=0.55)
1-112"
1"
13I8"
13l8"
.Ungrouted CMU, MTIM C- 0
T
1-1/4"
WINDOW SHAPES AS SHOWN BELOW OR
SIMILAR, MAYBE USED BY INSCRIBING THE
SHAPE IN A BLOCK AND OBTAINING DESIGN
PRESSURES AND ANCHORAGE FOR THAT BLOCK
SIZE FROM THE TABLE ON SHEET 1.
—�{
WIDTH
WIDTH
�—
=
2
=
JIT(7
RMUSTOP
(EWAL{IiESHOLVl4
ARCHTOP
(PROVIEWA')RIEL SHOWN)
1
TAFI F A- P=J1k1VAP` U=MT TVOGC
Reinforcement
Upper Ut6
LowerUte
Level
Bottom
Rail
ToRail
p
Bottom
Rail
Side
Rails
R1
B
A
A
A
R2
C
A
A
_A
Teal F 3• AMrHnRS INCTAI � FA Tl.lafln!!u uRCnDeI c
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment
2-1/2'x Common Nail
Max.x. DP of 50.0
D
P.T. Southern Pine (SG=.55)
9/16"
2-7/16"
2-1/2" x .131" Ring -shank Nail
P.T. Southern Pine (SG=.55)
9/16,
2-7116'
2-lrr x .W Roofing Nail
P.T. Southem Pine (SG=.55)
9116'
2-7116"
#10 SMS
(sleet, 0 S. S.S.
or 410 S.S.)
P.T. Southern Pine (SG=.55)
3/4'
13/8"
Aluminum, 6063-T5
3/8'
0.0713' (14 Ga.)
Steel Stud, Gr. 33
31B"
0.0346' (20 Ga.)
Steel, A36
3/6"
0.050'
ANCHOR NOTES:
1)-UNGROUTED CMU' VALUES MAY
BE USED FOR GROUTED CMU
APPLICATIONS.
2) PANHEAD, FLATHEAD OR
HEXHEAD ARE ACCEPTABLE.
3) ANCHOR LENGTH TO BE SO THAT
A MIN. OF 3 THREADS EXTEND
BEYOND THE METAL SUBSTRATE.
5116" A/A PVB —
7/16" AIR SPACE
1/8" ANNEALED OR
TEMPERED GLASS
DURASEAL,
SUPERSPACER
OR CARDINAL
XL EDGE
5/16" A/A PVB —
3/8" AIR SPACE
3/16" ANNEALED OR
TEMPERED GLASS
DURASEAL,
SUPERSPACER
OR CARDINAL
XL EDGE
GLAZING TYPES
GE-77DO OR
DOW-791
SILICONE
O EXTERIOR 1!2' NOt
BITE TY
a
TYP. GLAZING DETAIL
7/8' NOM. [--
REINFORCENT TYPE A
REINFORCENT TYPE B
REINFORCENT TYPE C
i r 1.�•1 i•/_ •J•�
PVB INTERLAYER MANUFACTURED BY DUPONT INC. (AKA KURARAY AMERICA, INC.'`'
VINYL SH WINDOW FPA(IMP: RESIST.) 0 12113/14
o GLASS/ANCHOR OPTIONS ern J ROSOWSKI `'�'~• _
® 1,_c
CERT. OF AUTH. lr19298 �� r�- ;:P.• -�`,:
1070 TECHNOLOGY -DRIVE
N. VENICE, FL 34275 N po° yln4,.j/at,
$ " 3 A. LYNN MILLER, P.E.
(941)-480-1600 h SH-5500 NTS 2 OF 4 o z FPA-5500.0 z p.E.p 58705
EDGE DISTANCE
SHOWN
INSTALLED
THROUGHIX
BUCKSTRIP EMBEDMENT
-i
FLANGE SHOWN SHOWN
FRAME INSTALLED INSTALLED
SHOWN DIRECTLY TO THROUGHix r----�- EMBEDMENT
EMBEDMENT SUBSTRATE BUCKSTRIP
00 T
r EDGE ❑G� o G- �O EDGE
�a DISTANCE a DISTANCE
�JI/a �UU
OPT. SASH TOP EDGE
I, LS 21 LIFT RAIL EXTERIOR DISTANCE
S q C S
0 D FLANGE
FRAME jEQUAL
0 SHOWN BUCK WIDTH �'11 LEG
FRAME
HORIZONTAL SECTION A -A SHOWN
BucK J
HEIGHT
0 D
❑L� INSTALLATION NOTES:
' EXTERIOR 1 D 1) SEE SHEET 1 FOR SPACING REQUIREMENTS.
2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND
SUBSTRATE REQUIREMENTS.
3) MAX. SHIM THICKNESS TO BE 1/4'.
4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES
t I - a ONLY AND MAY DIFFER TO MEET DESIGN
OPT. SASH
I FLANGE a REQUIREMENTS.
BOTTOM LIFT -
' HANOLEA.00K FRAME O FIN AND/OR FLANGE MAY BE REMOVED TO CREATE
J SHOWN OTHER FRAME TYPES.
EQUAL
LEG
FRAME
INSTALLATION THROUGH EXTERIOR
SHOWN
J�El THE FRAME. INTO METAL • ! . ! ..: ! ; r: r
NO ANCHORS .` a'-. •'.;c::_!;
REQUIRED IN
/ VINYL SH WINDOW FPA (IMP. -RESIST.) 0 12/13l14
FLANGE OR T
EQUAL -LEG -
FRAME SILLS a FLANGE & EQUAL-LEG/BOX FRAMES ,-L J ROSOWSKI
S ij
VERTICAL SECTION B-B CERT.OFAUTH.!l29296 x8 '`;;:•. u....
1070 TECHNOLOGY DRIVE-
- -- - - - - - - - — — —-N-VENICE, FL 34275
(941)-480-1600 SH-5500 H NTS ° 3 OF 4 3 z FPA-5500.0 z z° A. LYNN MILLER, P.E.
REM 58705
SHOWN INSTALLED _ EDGE DISTANCE SHOWN INSTALLED
SHOWN INSTALLED
THROUGHTHE —i THROUGH THE THROUGH THE
FRAME FRAME INTEGRAL FIN
J-CHANNEL <— EMBEDMENT EDGE DISTANCE (-+—
FRAME EMBEDMENT j
SHOWN 0 I O
��
�n�� Qn f I
E
DIS'
OPT. SASH TOP
LS 2J I LIFT RAIL
BUCK II '
HEIGHT r
EXTERIOR
a
FRAME
SHOWN
BUCK WIDTH
HORIZONTAL SECTION C-C
RENT II
—� SHOWN
INSTALLATION NOTES
1)SEE SHEET( FOR SPACING
iEQUIREMENTS.
t) SEE TABLE(S) ON SHEET 2 FOR
4NCHORAGE AND SUBSTRATE
tEQUIREMENTS.
I) MAX. SHIM THICKNESS TO BE 1/4".
I) GLASS SHOWN IS FOR ILLUSTRATIVE
'URPOSES ONLY AND MAY DIFFER TO
BEET DESIGN REQUIREMENTS.
i) FIN AND/OR FLANGE MAY BE REMOVED
f0 CREATE OTHER FRAME TYPES.
�-7 1
1 OPT. SASH '
FIN . J BOTTOM LIFT
FRAME HANDLEfLOCK ��
SHOWN FIN
EXTERIOR FRFlAME o EXTERIOR
FRAME o
SHOWN SHOWN
INSTALLATION THROUGH INSTALLATION THROUGH THE
��I�000 THE FRAME, INTO METAL INTEGRAL FIN, INTO METAL
0
SHOWN EDGE _
INSTALLED DISTANCE
TH THE
EDGE ANY SH WINDOW FPA (IMP: RESIST.) 0 12/13/14 -"'''
INTEGRAL FIN —�i
_. DISTANCE o J-CHANNEL & INTEGRAL FIN FRAMES L� J ROSOWSKI -, J• .(a�t'
Fes-- EMBEDMENT � _
VERTICAL SECTION D-D
CERT. OF AUTH.#29296
� - •• •"' -•,'
1070 TECHNOLOGY DRIVE
- - - - - - - — — -- - - - N.VENICE, FL 34275
(941) 1600 SH-5500 ° NTS v 4 OF P.E.# 58705
4 Q z FPA-5500.0 z A. LYNN MILLER, P.E.
'^ �n
CD
i