HomeMy WebLinkAboutProduct Approval (3) ---- - -MAX.BUCK WIDTH - .-- - ------ _ - - --_-- -- _
MAX.BUCK WIDTH SEE TABLE 1
SEE TABLE 1 28' _ MAX.BUCK WIDTH
26' 12, MAX. SEE TABLE 1
MAX. B,gEE MAX.�_l O.C. 2"MAX.
12• D,SEE 4'MAX.O.C.
B.SEE MAX. O.C. SHEET3 SHEET4
SHEET3 A.SEE 12'MAX. C,SEE r
A.SEE SHEET3 SHEET4
SHEET3 tZ MAX.
/ /17.86r MAX.O.C. /
17.86r MAX.O.C. n
/ I /
O / MAX.BUCK / 4'MAX. MAX.BUCK
HEIGHT SEE MAX BUCK O.C. HEIGHT SEE
T TABLE 1 HEIGHT SEE TABLE 1 Ci I
X 4 10'MAX.O.C. O TABLE 1
13.773'MAX.O.C. X ^ — 10'MAX.O(♦C.
13 O.C. C
A A l 1 B•12'MAX. 6.112 MAX
BA.=.ORS AT SILL B O D 2'MAX.
ANCHORS AT
ELEVATION FOR TYP , ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME,
,FLANGE FRAME I
ELEVATION FOR TYP.EQUAL LEG FRAME, EQUAL-LITE CONFIGURATION
EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
(COTTAGE SIMILAR) t`
GENERAL NOTES:SERIES 5500 IMPACT RESISTANT,VINYL t
SINGLE HUNG WINDOW
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE TABLE 1: {
REQUIREMENTS OF THE FLORIDA BUILDING CODE. i
Window Buck Size Rainf. Design Pressure Certification SHAPES MAY BE USED BY I
2)ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE CONSIDERED 1X Configuration Level ,. (CAR)Number INSCRIBING THE SHAPE IN
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY Width Height ( PBf (')P A BLOCK AND OBTAINING
TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR GREATER. 1/8" 84" E U81-Ilte DESIGN PRESSURES FOR
5Z-
IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER Q THAT BLOCK SIZE FROM
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE 52-1/8" 84" Std.PmView R1 50.0 50.0 190-285,1028 THE TABLE ON THIS SHEET.
RESPONSIBILITY OF THE ENGINEER(EOR)OR ARCHITECT OF RECORD,(AOR).
52-1/8" 91-13/16" Custom Sash
3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-1/8" 84" E Ual-lite I
OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION Q
ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR 52-1/8' 84" Std.ProView R2 65.0 70.0 190-266,1029
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS
BEYOND THE SCOPE OF THESE INSTRUCTIONS. 52-1/8' 91-13/16" Custom Sash
4)MAX.1/4-SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE �� ,,( . •,,_,''"(C;.r� i•
PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF ';ti�• •�.�,,,
TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. r: r-
r
VINYL SH WINDOW FPA(IMP.-RESIST.) 12/13/14 = °
5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE _- L
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE GENERAL NOTES$ELEVATIONS o 'u=
33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS JROSOWSKI
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF .- ;�� �T?••'� ' '
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER ® 'g "1,��•. FLGi�;`�.:,',t.�`.'O•
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTH.#29286
BUILDING CODE FOR CORROSION RESISTANCE.
1070 TECHNOLOGY DRIVE ag
N.VENICE,FL 34275 "
(941 -480-1600 a SH-5500 H NTS N 1 OF 4 o z° FPA-5500.0 a g A LYPNEI!b6705 P I-
i
TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
--- -- MimEdge ------Min: - - ------ —- - - - -Min.Edge. --- Min.-----
Anchor Substrate Distance Embedment Anchor Substrate Distance Embedment
710 SMS P.T.Southern Pine(SG=0.55) 7/16" i'vir 2.112"x.131"Common Nail P.T.Southern Pine(SG=.55) 9116" 2-7/16'
(steel,18.8 S.S. Steel,A36 3/8" 0.050' Max.OP of 50.0
or 410 S.S.) Steel Stud,A653 Gr.33 319, 0.0346"(20 Ga.) 2-12"x.131"Rlrlgshank Nall P.T.Southern Pine(SG=.55) 9116" 2-7/16"
Max.DP of 50.0 Aluminum 6063--15 3/8' 0.0713" 14 Ga. 2-1/2"x.146'Roofing Nall P.T.Southern Pine(SG=.55) 9/16" 2-7/16"
#12 SMS P.T.Soulhem Pine(SG�.55) 9/16" 13l8" P.T.Southern Pine(SG=.55) 314" 1318"
steel,18.8 S.S. Steel,A36 3/8" 0.050" #10 SMS
( Aluminum,6063-T5 3/8" 0.0713"(14 Ga.)
Steel Stud,A853 Gr.33 3/8' 0.0346"(20 Ga.) (sleet,18 8 S.S.
or 410 S.S.) Aluminum,8063-T5 3/8" 0.0713" 14 Ga, or 410 S.S.) Steel stud,Gr.33 318" 0.0346"(20 Ga.) i
3/8' 0.050"
3/16"Ultracon P.T.Southern Pine(SG�.55) 7/16" I've,
steel,A36 i
(steel) Concrete(min.285 ksi) 1" 13/8"
Max.DP of 50.0 Ungrouted CMU,(ASTM C.90) 2-1/2" 1-1/4" ANCHOR NOTES:
P.T.Southern Pine(SG=0.55) 1" 1.y6" GE-77000R
1!4"Ultracon Concrete(min.265 ksi) 1" 1.3/Q" 1)'UNGROUTED CMU"VALUES MAY DOW-791
(Steel) Ungrouted CMU,(ASTM C-90 2-ire1-114" BE USED FOR GROUTED CMU SILICONE
APPLICATIONS.
Concrete(min.Z85 ksi) 2-1/2" 1.V4" O .GtAss
BITE
TOIMP
P.T.Southern Pine(SG=0.55) 1" 1,18" 2)PANHEAD,FLATHEAD OR EXTERIOR
1/4"Crete-Rex Concrete(min.3.35 ksi) 1" 1-14" HE%HERO ARE ACCEPTABLE.
(410 S.S.) Ungmuted CMU,(ASTM C-90) 2-1/2" 1-114" 3)ANCHOR LENGTH TO BE SO THAT
Concrete min.3.35 ksi 2-12" 13/4" A MIN.OF 3 THREADS EXTEND
Concrete min.3.275 ksi) 1-112" 13/8' BEYOND THE METAL SUBSTRATE.
1/4"Aggrc Gatar P.T.Southern Pine(SG-0.55) t' 1-we, TYP. GLAZING DETAIL
Ungmuteri CMU, ASTM C-80
REINFORCENT TYPE A
WINDOW SHAPES AS SHOWN BELOW OR 7/8"NOM. 718"NOM.
SIMILAR,MAY BE USED BY INSCRIBING THE
SHAPE IN A BLOCK AND OBTAINING DESIGN
PRESSURES AND ANCHORAGE FOR THAT BLOCK
SIZE FROM THE TABLE ON SHEET 1. 5M6"A/A PVB 5/16"A!A PVB REINFORCENT TYPE B
—+{ WIDTH If--I WIDTH 7/16"AIR SPACE 3/8"AIR SPACE E
i
ANNEALED 3 ANNEALED
TEMPERED
j
TEMPERED GLASSSS TEMPERED GLASS
I
5 = 11.
DURASEAL, 10 DURASEAL,
w w 0 IR SUPERSPACER SUPERSPACER 117 REINFORCENT TYPE C
_ _ Uj Wu OR CARDINAL OR CARDINAL
i I 1 XL EDGE XL EDGE
RMUSTOP ARCHTOP d'ix: GLAZING TYPES
(EQUAL-LITE SHOWN) (PROVIEW10RIEL SHOWN) 1
TABLE 4:REINFORCEMENT TYPES PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) `�•?,= `1C�>:.:x -�
Reinforcement VINYLSH WINDOW FPA(IMP:RESIST.) 0 12/13/14 _•ic•: ;.r>S`,�%
Upper Lite Lower Lite
Level Bottom Bottom Side o GLASS/ANCHOR OPTIONS om J ROSOWSKI
Roll Top Ralf Rail Rolls
R3 B A A A CERT.OF AUTH.g29296 �� J �'''- ''r• L
R2 C A A A 1070 TECHNOLOGY DRIVE �:
N.VENICE,FL 34275 " _ - r LYNN ' 'I
(941)-480-1600 h SH-5500 � NTS t 2 OF 4 .z FPA-5500.0 z° A LYNN MILLER P.E.
P.EX 58705
S
f
EDGE DISTANCE
SHOWN 7
- - -- --- ---- -- - - -
INSTALLED
THROUGHIX
BUCKSTRIP EMBEDMENT '
FLANGE -� SHOWN SHOWN
FRAME INSTALLED INSTALLED
SHOWN DIRECTLY TO THROUGHIX r- EMBEDMENT
EMBEDMENT - SUBSTRATE BUCKSTRIP
O❑ T_ o i
EDGE
EDGE DISTANCE
DISTANCE O '
oQ
OPT.SASH TOP [J a EDGE
('� n DISTANCE
LIFT RAIL 171 EXTERIOR
S Lw\
S
FLANGE (EQUAL
FRAME
O 0 SHOWN I BUCK WIDTH FLRAME
HORIZONTAL SECTION A-A SHOWN
BUCK
HEIGHT 0 O
I
INSTALLATION NOTES:
I)SEE SHEET I FOR SPACING REQUIREMENTS. j
EXTERIOR 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND
SUBSTRATE REQUIREMENTS.
3)MAX.SHIM THICKNESS TO BE 1W.
Q 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES I
ONLY AND MAY DIFFER TO MEET DESIGN
OPT.SASH nQ REQUIREMENTS.
BOTTOM LIFT FLANGE IJ 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE
HANDLEtiOCK FRAME SHOWN LID o OTHER FRAME TYPES.
EQUAL
LEG a
I
FRAME EXTERIOR
SHOWN t
INSTALLATION THROUGH
❑ THE FRAME.INTO METAL
�i
NO ANCHORS
REQUIRED IN .�;E7OS
FLANGE OR VINYL SH WINDOW FPA(IMP:RESIST.) 0 12/13/14 _ 1
EQUAL-LEG (Oils
FRAME SILLS v
mmz FLANGE&EQUAL-LE FRAMES o�� J ROSOWSKI
judD
VERTICAL SECTION B-B CERT.OF AUTH.#29296 ry IG;
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 v ; .
(941 H80-1600 � S H-5500 � NTS h 3 OF 4 �z° EPA-5500.0 �z° A.LvP.E.p 5 05•P E
a
SHOWN INSTALLED SHOWN INSTALLED I
SHOWN INSTALLED �— EDGE DISTANCE THROUGH THE THROUGH THE
INTEGRAL FIN I
THROUGH THE FRAME �
FRAME EDGE DISTANCE
EMBEDMENT
J-CHANNEL EMBEDMENT n
FRAME U
SHOWN
_ 1
�o D
0o EMBEDMENT I
EDGE f
DISTANCE IIn(n�/Q
Nan )
IO /Q i
L5 1J OPT.SASH TOP EXTERIOR
LIFT
FIN j
0 FRAME
t J-CHANNEL I SHOWN I
OSHOWN r BUCK WIDTH ---�i
0 HORIZONTAL SECTION C-C
INSTALLATION NOTES:
I
BUCK HEIGHT o 1)SEE SHEET I FOR SPACING
REQUIREMENTS.
2)SEE TABLE(S)ON SHEET 2 FOR
ANCHORAGE AND SUBSTRATE
REQUIREMENTS.
3)MAX.SHIM THICKNESS TO BE 1W. S
EXTERIOR D� DOGS 4)GLASS SHOWN IS FOR ILLUSTRATIVE t
PURPOSES ONLY AND MAY DIFFER TO
MEET DESIGN REQUIREMENTS.
5)FIN AND/OR FLANGE MAY BE REMOVED
�aR TO CREATE OTHER FRAME TYPES. I
1 OPT.SASH IIRRIIIIII I 1��
BOTTOM LIFT U� IIIJJJ 4
FIN J HANDLE/LOCK
FRAME t SHOWN EXTERIOR FIN
FIN EXTERIOR
I FR AME FRAME
SHOWN SHOWN
I
INSTALLATION THROUGH INSTALLATION THROUGH THE
THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL
SHOWN �— EDGE
INSTALLED DISTANCE I
THROUGH = VINYLSH WINDOW FPA(IMP.-RESIST.) 0 12/13/14
THE EDGE
INTEGRAL FIN DISTANCE I o J-CHANNEL&INTEGRAL FIN FRAMES o, J ROSOWSKI •, ' 1rI/-o-l�'
I►- EMBEDMENT J.• '_C''' ^c
CERT.OF AUTH.#29296 fin.•" ''`:'
VERTICAL SECTION D-D "° ;`Ir_;)'•j
1070 TECHNOLOGY DRIVE i
N.VENICE,FL 34275 ; . �
(941)-480-1600 SH-5500 NTS 4 OF 4 o z FPA-5500.0 i A.LYNN MILLER P.E.
P.E.I{58705
er
Document Title: Doc No: FRM Bl-43
Impact Performance Rev No: 4 Page: 1 1
KEYSTONE Certification
CERTIFICATIONB.INC.
Authorization Report
Required By: PRO B1-03
i
CAR& Product ID Number: 190 - 286
Issue Date: 11/17/2014
Revision Date: 6/27/2018
Expiration Date: 10/6/2021
Company Code: 190
This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) 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,i including installation, condition of the wall/roof substrate and the age of the product and installation
componIents,
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licenseb 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 I
Nokomis FL 34274 Config: EM/AII, GS-5/16"Ann Lami IG i
i
Max Width: 52
Max Height: 92
i Corresponding Structural CARs: 190-1029.0
i
Referenced Standard: Product Rating:
ASTM E1886-05/E1996-12 Missile Level D, Wind Zone 4, DP=+65/-70, 52x92
i
Qualifying Test Information:
Test Report No: FTL-7954/7955/7956
Test Report Expiration: 10/6/2021
Authorized Signature: Keystone Certifications, Inc.
2018.06.27 145 Limekiln Rd., Suite 100B
New Cumberland, Pennsylvania 17070
1 4:46:20 -04'00' Phone: 717-932-8500
Fax: 717-932-8501
W W W.KEYSTO N ECERTS.CO M
I
Document Title: Doc No: FRM B1-02
Structural Performance Rev No: 7 Page: 1 Of 1
KEYSTONE Certification
CEf7TIPICATIONH,INC.
Authorization Report
Required By: PRO Bi-03
i
CAR &Product ID Number: 190 - 1028.0
Issue Date: 11/11/2014
Revision Date: 7/10/2018
Expiration Date: 10/2/2021
Company Code: 190
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) 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.
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 at www.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
Max Width: 52
Max Height: 92
Referenced Standard: Product Rating:
AAMANVDMA/CSA 101/I.S.2/A440-11 Class LC-PG50 1324x2330(52x92)-Type H
Qualifying Test Information:
Test Report No: FTL-7949
Test Report Expiration: 10/2/2021
Authorized Signature:
Keystone Certifications, Inc.
2018.0710 145 Limekiln Rd. Suite 100B
New Cumberland, Pennsylvania 17070
15:53:02 -04'00' Phone: 717-932-8500
Fax: 717-932-8501
W W W.K EY STO N EC ERTS.C O M
i
Document Title: Doc No: FRM B1-02
Structural Performance Rev No: 7 Page: 1
VEYSTOIyp Certification
GERTIFICATIONB•ING.
'---fM Authorization Report
Required By: PRO B1-03
I
CAR & Product ID Number: 190 - 1029.0
Issue Date: 11/11/2014
Revision Date: 7/10/2018
Expiration Date: 101112021
Company Code: 190
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is ibased 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
componj ents.
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
Max Width: 52
Max Height: 92
i
Referenced Standard: Product Rating:
AXIMA/WDMA/CSA 101/I.S.2/A440-11 Class LC-PG65 1324x2330 (52x92)-Type H Neg DP=70
i
Qualifying Test Information:
Test Report No: FTL-7950
Test Report Expiration: 10/1/2021
Authorized Signature:
Keystone Certifications, Inc.
201 8.07.1 0 145 Limekiln Rd. Suite 100B
New Cumberland, Pennsylvania 17070
Phone: 717-932-8500
16:02:53 -04'00'
Fax: 717-932-8501
W W W.KEYSTO N EC ERTS.0 O M
f
t
1070 Technology Dr.
N.Venice,FL34275
Tel.941-480-1600
pgtindustries.com
Product Evaluation Report
Date: September 18,2017
Product Description: Single Hung,Series 5500
Florida Product Approval#: 1435
Manufacturer: PGT Industries
1070 Technology Dr.
North Venice,FL 34275
(941)486-0100
i
Statement of Compliance:The product listed in this evaluation report,meets the requirements of the
Florida Product Approval Rule,61G20-3.This product complies with the
requirements of the 6th Edition of the Florida Building Code,2017.
Technical Documentation: Elevation,anchorage/installation drawings and Test Reports:
Drawing#: FPA-5500.0
Test Report(s): FTL-7951 FTL-7952 FTL-7953
FTL-7954 FTL-7955 FTL-7956
FTL-7949 FTL-7950
Installation: Units to be installed as per the attached installation drawings.
Limits of Use: 1.Maximum Design Pressures and sizes to be as listed in the test report,
unless attached documentation shows lower DP's or smaller sizes.
2.This product is Impact Resistant and does not require shutters in
windborne debris regions.
3.This product is not for use in the High Velocity Hurricane Zone(HVHZ).
Certification of Independence: A.Lynn Miller,P.E.is employed by PGT Industries,and therefore has a
j financial interest in the company or any company manufacturing or
\\!\\S 1 1 1 i t distributing products for which this report is being issued,but does not,nor
will aquire a financial interest in any other entity involved in the approval
tiJ
�2'<�:•'4tGENSF••����.� process of this product.
* � No.58705
A.Lynn Miller,P.E.
P.E.#58705
FL Cert.of Auth.#29296