HomeMy WebLinkAboutProduct Approval Sales Agreement FILE COPY PO#:6008422
"u"O'=i
'.Job��me:T06M 370-5492
This agreement is between
Distributor and Customer Jou Address:
jSaIesOrder# 79811
RECER". JUL 24-2015
I Quote Date:07107/2015
Ship To Customer
Ship Toff A00271 Account#
EAST COAST LUMBER&SUPPLY CO BRIAN HELSETH
308 AVENUE A 003708-6
FORT PIERCE,FL 34950-4417
Phone# Fax#(772)461-5957 Phone# Fax#
Line# Item Description rQuantity Line Pricing
0001(1.00) DH5560 VINYL DOUBLE HUNG 5560 Ordered: List Price Sell Price Ext Price
36.X49.625X.,24,1-3/8"Nail Fin,W,EQUAL,718 2.00 $814.60 $491.95 $983.90
LIG,CL,SB 70XL,NO GRID,SWEEP,l 816K,Duraseal,2
CMFRT LFT HNL
----------
Ceruncation Type:AAMAA440 Package Selection:NONE
Frame Type:1.375FIN Vent Configuration:EQUAL
Size Selection:COMMODITY i Size Code:24.0000
Size Ref-ACTUAL Actual Size:36 X 49 518
056
Rough Masonry:37 3/4 X 50 5/8 Wood Frame:36 114 X 49 7/8
Egress:313/4 X 15 15/16(3.521 SQFT) Frame Color.White
Does unit need to meet Turtle Code:NO Glass Family:Laminated Insulating
Glass:7/8"LIG(1/8 AN-7/16 AIR-5116 AN/AN j Interlayer Type:PVB090
Argon Gas:NONE Glass Color:CLEAR
Low E:ENERGY SHIELD MAX Privacy Glass:NONE
Glass Spacer Type:DS Grid Type:NO Grid
Screen Type:1816 Charcoal Screen Config:FULL
Vent Latch:N i Comfort Lift:Y
Top Sash Comfort Lift:Y j PositiveDesignPressure:65.0000
NegativeDesignPressure:70.0000 PANumber.FL 7058
x
", EnergyStar. Ge
1.0000 1 CondensationResistan :53.0000
UF:0.3500 SolarHeatGainGoeff.-0.2000 VT:0.4500 Xi VTCOG:0.6300
Location:
0002(2.00) DH5560 VINYL DOUBLE HUNG 5560 i Ordered: List Price Sell Price Ext Price
36.X62.X,25,1-3/8-Nail Fin,W,EQUAL,718 LIG,CL,SB 1.00 $954.60 $576.49 $576.49
i70XL,NO GRID,SWEEP,1816K,Duraseal,2 CMFRT
LIFT HNL
Sales Order# 79811
Print Date 7/23/2015
Page 1 of 2
w
Certification Type:AAMAA440 1 Package Selection:NONE
I Frame Type:1.375FIN I Vent Configuration:EQUAL
Size Selection:COMMODITY { Size Code:25.0000
Size Ref:ACTUAL j Actual Size:36 X 62
1 I Rough Masonry:37 3/4 X 63 Wood Frame:36 1/4 X 62 1/4
{ Egress:313/4 X 22 1/8(4.885 SQFT) Frame Color.White {
I Does unit need to meet Turtle Code:NO I Glass Family:Laminated Insulating
I j Glass:7/8"LIG(1/8 AN-7/16 AIR-5/16 AN/AN { Interlayer Type:PVB090
1 Argon Gas:NONE Glass Color:CLEAR
1 Low E:ENERGY SHIELD MAX ! Privacy Glass:NONE
{ Glass Spacer Type:DS { Grid Type:NO Grid
Screen Type:1816 Charcoal j Screen Config:FULL
Vent Latch:N I Comfort Lift Y
Top Sash Comfort Lift:Y i PositiveDesignPressure:65.0000
NegativeDesignPressure:70.0000 PANumber.FL 7058
j EnergyStar.1.0000 CondensationResistance:53.0000 j
UF:0.3500 f SolarHeatGainCoeff:0.2000 {
t VT:0.4500 VTCOG:0.6300
Location:
1 i
0003 3.00 SH5500 VINYL SINGLE HUNG 5500 Ordered: List Price Sell Price --� Fact Price J
1 34.625X23.75X.,STD,1-3/8"Nail Fin,W,EQUAL,7/8 11.00 f $553.90 i $302.13 { $302.13
LIG CL SB 70XL,OB,NO
GRID,SWEEP,1816K,Duraseal,CMFRT LFT HNDL
j { Certification Type:AAMAA440 Package Selection-NONE
- - Frame Type:1.375FIN Vent Configuration:EQUAL {
1 Window Style:STD i Size Selection:CUSTOM
{ Size Ref:ACTUAL Width:34 5/8
® Height:23 3/4 Actual Size:34 5/8 X 23 314
Rough Masonry:36 3/8 X 24 3/4 j Wood Frame:34 7/8 X 24
Egress:30 3/8 X 7 3/16(1.523 SQFT) ; Frame Color White
Does unit need to meet Turtle Code:NO j Glass Family:Laminated Insulating
f Glass:7/8"LIG(1/8 AN-7/16 AIR-5/16 AN/AN Interlayer Type:PVB090 e
Argon Gas:NONE Glass Color.CLEAR
y Low E:ENERGY SHIELD MAX Privacy Glass:OBSCURE `
I Privacy Glass Location:UNIT I Glass Spacer Type:DS
Grid Type:NO Grid I Screen Type:1816 Charcoal
Vent Latch:N I Comfort Lift:Y f
PositiveDesignPressure:65.0000 NegativeDesignPressure:70.0000
PANumber.FL 1435 EnergyStar.1.0000
CondensationResistance:53.0000 XUR 0.3300
SolarHeatGainCoeff.-0.2200 { VT:0.4800
VTCOG:0.6300
�Location: `` I
1TOTAL AMT: j $1,862.52+
TOTAL TAX: $121.06
*ET AMOUNT: $1,983.58
I--
Sales Order# 79811
Print Date 7/23/2015
Page 2 of 2
RECEIVED JUL 24.2015
DocunentTltle: Doc No: FRM B1-43
��- Impact Performance Rey No:
4 pagm 1 O1: 1
KSYSTON Certification
Authorization Report
Requred By: PRO 61-03
FILE O Pv CAR& Product ID Number: 190 - 286
Issue Date: 11/17/2014
Revision Date: 11/17/2014
Expiration Date: 10/6/2018
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 inose products are representative of the specimen
evaluated and documented for cert cation 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 del: SH5500 View PVC Imp Single Hun
1070 Technology Dr. PO Box 1529 Operator Type: H
Nokomis FL 34274 Config: EM/All, GS-5/16"Ann Lami IG
Max Width: 52
Max Height: 92
Corresponding Structural CARs: 190-1029.0
Referenced Standard: Product Rating:
ASTM E1886-05/E1996-12 Missile Level D,Wind Zone 4, DP=+65/-70, 52x92
Qualifying Test Information:
Test Report No: FTL-7954/7955/7956
Test Report Expiration: 10/6/2018
Authorized Signature: Keystone Certifications, Inc.
Digitally signed by Steven M.Urich 564 Old York Road, Suite 5
97 ON:cn=Steven M.Urlch,o=Keystone
Certifications,Inc.,ou, Etters, Pennsylvania 17319
email=surich@keystonecerts.com,c=US Phone:717-932-8500
Date:2014.11.17 15:5023-05'00' Fax: 717-932-8501
W W W.KEYSTONECER-rS.COM
DocuneMTut:: Doc No: FRIVI B1-02
Structural Performance Rev No ' Pew ' '
KgYSToNg
C�..,..a,., . . Certification
Authorization Report
Required By: PRO B1-03
CAR& Product ID Number: 190 1029.0
Issue Date: 11/11/2014
Revision Date:. 11/17/2014
Expiration Date: 10/1/2018
Company Code: 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 specked 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 verged atwww.keystanecerts 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-5/1W Ann Lami IG
Max Width: 52
Max Height: 92
Referenced Standard: Product Rating:
AAMAANDMA/CSA 101/I.8.2/A440-11 Class LC-PG651324x2330(52x92)-Type H Neg DP=70
5
Qualifying Test Information:
Test Report No: FTL-7950
Test Report Expiration: 10/1/2018
Authorized Signature: _
Digitally signed by Steven M.Unch Keystone Certifications, Inc.
Div:cn=Steven M.Urich,o=Keystone 564 Old York Road, Suite 5
Certifications,Inc,ou, Etters, Pennsylvania 17319
.2/ email=surich@lceystonecerts.com, Phone: 717-932-8500
c=US
Date.2014.11.17 15:55.47-0S'00' Fax: 717-932-8501
f.
W W W.KEYSTONECERTS.COM
I EDGE DISTANCE SHOWN INSTALLED 'SHOWN INSTALLED
THROUGH THE
SHOWN INSTALLED THROUGH THE
THROUGH THE ± FRAME INTEGRAL FIN
FRAME
-^—+^f-- EMBEDMENT EDGE DISTANCE --•�-� I�---
J-CHANNEL EMBEDMENT
FRAME _ /}
SHOWN
�oEMBEDMENT
o /
EDGE — J
DISTANCE
l6 �1 OPT.SASH TOP ^^— EXTERIOR
LIFT RAIL
FIN
FRAME
J-CHANNEL SHOWN
O - FRAME BUCK WIDTH -- '--+-
SHOWN
0
HORIZONTAL SECTION C-C
INSTALLATION NOTES:
BUCK
HEIGHT a ,0 1)SEE SHEET 1 FOR SPACING
REQUIREMENTS,
2)SEE TABLE(S)ON SHEET 2 FOR
I ANCHORAGE AND SUBSTRATE
f REQUIREMENTS, i
3)MAX,SHIM THICKNESS TO BE 1!4".
�I�R 4)GLASS SHOWN IS FOR ILLUSTRATIVE `
I ' PURPOSES ONLY AND MAY DIFFER TO I
MEET DESIGN REQUIREMENTS. ,
t r b)FIN ANDIOR FLANGE MAY BE REMOVED
i I TO CREATE OTHER FRAME TYPES. .i
I
OPT.SASH '
I BOTTOM LIFT
FIN
FRAME �HANDLEA.00K
SHOWN EXTERIOR FIN _ EXTERIOR FIN
FRAME o FRAME c•� }
SHOWN SHOWN ,
INSTALLATION THROUGH INSTALLATION THROUGH THE
THE FRAME,INTO METAL
INTEGRAL FIN,INTO METAL
`off LYNN........lieSHOWN
EDGE
INSTALLED DISTANCE _ �1��.•'��CEtJSg '•.'P*
THROUGH ;> VINYL S FPA IMP:RES 12/13/14
Fg'705
THE EDGE ( 8
INTEGRAL FIN _ WTE
DISTANCEJ-CHA � L&INTEGRAL FIN FRAMES 6`DROSOWSKIEMBEDMENT _ �w�
VERTICAL SECTION D-d I CERT.OFAUTH.112B216 �° 0c�'•.F�OR�°P'�C��;�
VERT-- 1070 TECHNOLOGY DRIVE 'g
N.VENICE,FL 34275 d - x
(941) IL
-480-1600 SH-5500 NTS 4 OF 4 s z FPA-5500,0 rc z A.LYNN A 588TO15'RE, I
i
,,,,,,,,,��� i EDGE DISTANCE
SHOWN � qo,
INSTALLED
THROUGH 1X
BUCKSTRIP EMBEDMENT
FLANGE SHOWN SHOWN
FRAME INSTALLED INSTALLED
SHOWN DIRECTLY TO THROUGHIX EMBEDMENT-
_ --- EMBEDMENT SUBSTRATEEDGE
BUCKSTRIP _
�❑ EDGE DISTANCE
DISTANCE
`OPT,SASH TOP - __ w.nv.ivwwww..v. 1 / EDGE
J LIFT RAIL EXTERIOR JI ��DISTANCE
0 FLANGE -� E I L
p D
SHOWN - -"—""— BUCK WIDTH FRAME
HORIZONTAL SECTION A-A SHOWN
BUCK
HEIGHT o
I
[� INSTALLATION NOTES:
1)SEE SHEET 1 FOR SPACING REQUIREMENTS.
EXTERIOR 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND
SUBSTRATE REQUIREMENTS,
3)MAX.SHIM THICKNESS TO BE 114'.
4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES )
ONLY AND MAY DIFFER TO MEET DESIGN
OPT.SASH REOUIREMENTS.
BOTTOM LIFT FRAME FLANGE 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE j
DHANDLE/LOCK SHOWN OTHER FRAME TYPES, 1
EQUAL 7�l
LEG
FRAMEBXTE�
SHOWN I INSTALLATION THROUGH n I
` �Q THE FRAME,INTO METAL V ���� Y ILYNN 1U
NO ANCHORS Q.r• I
REQUIRED IN
FLANGE OR VINYL SH WINDOW FPA(IMP.-RESIST.) 12/13/14 - No.58705
EQUAL-LEG
FRAME SILLS F FLANGE&EQUAL-LEG/BOX FRAMES o,; J ROSOWSKI
® o � S E <C/.
CERT.OF AUTH.#29288- 1xo 'O��C`•'••..... P,.•'G\?�
VERTICAL SECTION B-B %SS'1
1070 TECHNOLOGY DRIVEgNAL- `
N.VENICE,FL 34275 u A.LYNN MILLER.PF, j
(941}480-1600 a SH-5500 1 NTS 3 OF 4 �= FPA-5500.0 �z P.E.4 58705
i
TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
Anchor Substrate Min.Edge Min. Anchor Substrate Min.Edge Min.
Distance Embedment Distance Embedment
#10P.T.Southam—Pine(SG+ ,55) 7/1 1 2-1/2'x.131"Common Nadi P.T,Southern Pine(SG=.55) 9/16" 2-7118"
(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 3/8" 0.0346"(20 Ga.) 2-1/2"x.131"Ring-sharm Nail P.T.Southem Pine(SG=.55) 9116" 2-7/16"
Max.�+0050 0 Aluminum,608315 3/8" 0.050 2-112"x.145"Roofing Nail P.T.Southam Pine(SG= 9116" 2-7118'
P.T.9outhem Pine SG 0.55) 9/16" 1318
#12 SMS P.T.Southem Pine(SO=.55) 314• 1318°
Sted,A36 3/8" 0.050" #10 SMS
(steel,18 8 S.S. sled,18$S.S. Aluminum,6063-T5 318' 0.050"
Steel Stud,A653 Gr.33 318" 0.0346" Ga.)
or 41,0 S.S,) Aluminum,8083-T5 3/8" 0.063" or 410 S.S.) Steel Stud,Gr.33 3/8' 0.0346'(20 Ga.)
3118"Ultracon P.T.Southem Pine(SG�.65) 7/18" 1318" Steel,A38 3/8• 0.050'
(steel) Concrete min.285 ksi) 1" 1.318"
Max.OP 0050.0 Un routed CMU, STM CSO 2-1/2" 1.1/4" ANCHOR NOTES:
P.T.Southern Pine(SG�,65) 1" 13+8" GE-7700 OR
1/4"Ultrecon Concrete(min.2.85 ksi 1" 1-3/4" 1)'UNGROUTED CMU'VALUES MAY DOW 701
(steel) Ungmuted CMU, STM C-90 2-1/2" 1.114" BE USED FOR GROUTED CMU SILICONE
APPLICATIONS.
Concrete min.2.85 ksi) 2-1/2" 1314" 1/2"NOM.GLASS
P.T.Southam Pine SG=0,55) 1" 1-318" 2)PANHEAD,FLATHEAD OR t XTERIOBITE TYP•
R
1!4"Crete-Flox Concrete(min.3.35 ksi) 1" 1.314" HEXHEAD ARE ACCEPTABLE, h,
(410 S.S.) Un uted CMU,(ASTM CSO 2-V2" 1-114" 3)ANCHOR LENGTH TO BE SO THAT fir-'
Concrete min.3.36 ksi 2-1/2" 1.9/4" A MIN.OF 3 THREADS EXTEND
Concrete(min.3.275 ksl 1-112" 13/8" BEYOND THE METAL SUBSTRATE.
i/4°Aggre•Gotor P.T.Southam Pine(SG=0.65) 1" 146" TYP.GLAZING DETAIL
(18 8 S.S.)
UrigMuted CMU ASTM C-90 2' 1-1/4" i
REINFORCENT TYPE A
n i
WINDOW SHAPES AS SHOWN BELOW OR 716'NOM. �-• -+{ 718'NOM.
SIMILAR,MAY BE USED BY IN5CRISING THE
SHAPE IN A BLOCK AND OBTAINING DESIGN _
PRESSURES AND ANCHORAGE FOR THAT BLOCK
SIZE FROM THE TABLE ON SHEET 1. 6/16"A/A PVB 5/16"AIA PVB REINFORCENT TYPE B
—+{
WIDTH WIDTH 7116"AIR SPACE 3/8"AIR SPACE
1/8"ANNEALED OR 3/16"ANNEALED OR
T TEMPERED GLASS TEMPERED GLASS
T DURASEAL, DURASEAL,
10
_ SUPERSPACER_. _ SUPERSPACER REINFORCENT TYPE C
OR CARDINAL OR CARDINAL I
XL EDGE XL EDGE
RADNSrOP -ARcrnaa GLAZING TYPES I
(EOVN.U7E 6MOW4) (PROVIEWIORIEL SHOW.)
\� NY LYNN 4fi
TABLE 4:REINFORCEMENT TYPES PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) ` �O'��CENSF'•<<F,p'
Reirdamem®nt zk:'
U erLite Lower lite � VINYL SH WINDOW FPA(IMP:RESIST.) 4 12/13/14 _ No,56705
Level Bottom Bottom Side GLASS/ANCHOR OPTIONS ;mom J ROSOWSKI =-0
rtau Top Ran Reu Rens =�' ` I �S:�� I
® ; ST TE
R1 B A A A CERT.OF AUTH.#29296 ¢ �� %�(�`s''•c<OR10 P.•''G\?�
R2 C A A A 1070 TECHNOLOGY DRIVE t M ':,'ZONAL
N.VENICE,FL 34275
(941)480-1600 SH-5500 NTS 2 OF 4 o z FPA-5500.0 € A.LYNN.#18NE05,P.E.
i
MAX,SUCK WIDTH
SEE TABLE I
MAX SUCK WIDTH 26* MAX.SUCK WIDTH
SEE TABLE 1 MAX. SEE TABLE I
28' ir O.C. 2'MAX
MAXI [-*-- B.SEE MAX. 0,SEE 4"MAX.D.C.
MAX, D.C. 3
B.SEE 12 SHEET SHEET4
SHEET A.SEE 12"MAX C,SEE
A.SEE 12 MAX. SHEET 3� SHEET 4
SHEET 3 1
+
ii 1 17.867"MAX,O.C.
17,867'MAX.O.C.
MABUCK 0 MAX BUCK 4'MAX. I
0HEIGHT SEE
HEIGHT SEE 04 TABLE I
TABLE I i i H TABLE E x
IT MAX D.C.
X 0' 7//
13.773' -—-—- 10'MAX.Op.
C
MAX.AX O,C. T
IA A 13.773"MAX,OC. . I
_s7ire MAX 8-1/r MAX. 2*MAX.
I-
NO ANCHORS AT
ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME,
ELEVATION FOR TYP.FLANGE FRAME., EQUAL-LITE_CONFIGURATION
ELEVATION FOR TYP.EQUAL LEG FRAME, CONFIGURATIONS
CONFIGURATION PROVIEW/ORIEL CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER C,
EQUAL-LITE_C (pp)[T&qS SIMILUR
GENgM4 tj0 YIN
j9q:A9,fj!9S_AL0QA_PACT RESISTANT,,VINYL
SINGLE HUNG WINDOW
I)THIS PRODUCT HAS BEEN DESIG14FO&TESTED To COMPLY WITH THE TABLE 1: fi
REQUIREMENTS OF THE FLORIDA BUILDING CODE. Window Suck Size Relaf. Design Pressure Certification SHAPES MAY BE USED By444
2)ALL WOOD BUCKS LESS THAN I.1rr THICK ARE TO BE CONSIDERED IX Configumflon - (j psf (CAR)Number INSCRIBING THE SHAPE IN
—I Heigh Level A BLOCK AND OBTAINING
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY —Qldth It R)P8f — DESIGN PRESSURES FOR
To SUBSTRATE,WOOD BUCKS DEPICTED AS 2X ARE 14re THICK OR GREATER. 52.1/6r 8=4 Equal-lite THAT BLOCK SIZE FROM
ix AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS To THE STRUCTURE.WOOD SUCK DESIGN AND INSTALLATION Is THE 52-1/W W Sid.ProView R1 50.0 50.0 1�285,1MB THE TABLE ON THIS SHEET.
RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(ACR). 52-1/8" 91-13116P Custom Sash
3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING
OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 52-1/8' W Equal-file
ANCHORS SHOULD BE SEALED,OVERALL SEALINCIfFLASHN0 G STRATEGY FOR 52-184' Std. R2 70.0 190-286,1029
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS Q:.O: I
BEYOND THE SCOPE OF THESE INSTRUCTIONS. 52-1/8"_ gi-lativi Custom Sash OW,11111"
V LYNN 4,1�
4)MAX.114-SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE 0. ..........
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. No.53705
a
VINYL SH WINDOW FPA(IMP.-RESIST.) 12113114
6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE ' 14
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE GENERAL NOTES ELEVATION S J ROSOWS19
33-113Y STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 5 0 10. ST1,TE TE
F
PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACTWITH OTHER b's (:3Z
"p ...........
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTH.W9290
'1,,&/0NP_
BUILDING CODE FOR CORROSION RESISTANCE. 1070 TECHNOLOGY DRIVE "III 11101,
N.VENICE,FL 34275 A.LYNN MILLER,P.E.
PEO
SW-5500 91 NT 58705
(94IY48D-1600
RECEIVED JUL 24'2015
DocunentTitle: Doc No: FRM 81.43
—�M Impact Performance ReV No: 4 Pa W- ' °` '
KEYSTONE
Certification
Authorization Report
R++aL11recl By= PROBI-03
CAR& Product ID Number: 190 - 287
���m Issue Date: 12/23/2014
COPY Revision Date: 12/23/2014
Expiration Date: 11/19/2018
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 atwww.keystonecerts.com.
Licensee Information: Product Information:
PGT Industries < Model: DH5560 PVC Impact Fin/Equal Leg Double Hung
1070 Technology Dr. PO Box 1529 Ope
Nokomis FL 34274 Config: All, GS-5/16"Ann Lami IG
Max Width: 52
Max Height; 86
Corresponding Structural CARs: 190-1034.0
Referenced Standard: Product Rating:
ASTM E1886-05/E1996-12' Missile Level D,Wind Zone 4, DP=+/-50, 52x86
Qualifying Test Information: =
Test Report No: FTL-7981/7982
Test Report Expiration: 11/19/2018
Authorized Signature: Keystone Certifications, Inc.
Digitally signed by Steven rut.Urich 564 Old York Road,Suite 5
DN:cn=StevenM Urlch,o=Keystone . Etters, Pennsylvania 17319
�1 Certifications,Inc,o%
emall=surich@keystonecerts.com,c=US Phone: 717-932-8500
Date:2014.12.30 073437-0500' Fax: 717-932-8501
i
W W W.KEYSTO NECERTS.COM
DocunentTift Doc No- FRM 81-43
Impact Performance Rev No. 4 pagm 1 1
KEYSTONE
Certification
Authorization Report
ReQuired_By: PRO B1-03
CAR&Product ID Number: 190 - 288
Issue Date: 12/23/2014
Revision Date: 12/23/2014
Expiration Date: 11/19/2018
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 Mose 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: DH5560 PVC Impact Fin/Equal Leg Double Hung
1070 Technology Dr. PO Box 1529 Operator Type: H
Nokomis FL 34274 Config: All, GS-5/16"Ann Lami IG
Max Width: 52
Max Height: 86
Corresponding Structural CARS: 190-1035.0
i
Referenced Standard: Product Rating:
ASTM E1886-05/E1996-12 Missile Level D,Wind Zone 4, DP=+65/-70, 52x86
Qualifying Test Information:
s
Test Report No: FTL-7983/7984
Test Report Expiration: 11/19/2018
Authorized Signature:- Keystone Certifications, Inc. 3
Digitally signed by Steven M.Urich 564 Old York Road, Suite 5
DN_caenM Urich,o=Keystone Ettets, Pennsylvania 17319
=d !.1✓�/
Certifications,Inc.,ou,
email=surich@keystonecerts.com,r—US Phone: 717-932-8500
Date 2014.12-30 08:03-01 OS'rm' Fax: 717-932-8501
W W W.KEYSTONECERTS.COM
Docunent Title: Doc No: ,
FRM 81-02
Structural Performance Rev No: , w 1 1
KEYSTONE' Certification
�itilTIIIC.ATONr.IMC. -
L.� Authorization Report
Required.By: PRO.81-03
CAR& Product ID Number: 190 - 1034.0
Issue Date: 12/23/2014
Revision Date: 12/23/2014
Expiration Date: 11/19/2018
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 anis report can be verified atwww.keystonecerts.com.
Licensee Information: Product Information:
PGT Industries Model: DH5560 PVC Impact Equal Leg Double Hung
1070 Technology Dr. PO Box 1529 Operator Type: H
Nokomis FL 34274 Config: All, G.S-5/16"Ann Lami IG
Max Width: 52
Max Height: 86
Referenced Standard: Product Rating:
AAMA/WDMA/CSA 101/i.S.2/A440-11 Class LC-PG50 1324x2192(52x86)-Type H WTP=9.75
Qualifying Test Information:
Test Report No: FTL-7979
Test Report Expiration: 11/19/2018
Authorized Signature:
Digitally signed by Steven M.Urich Keystone Certifications, Inc.
DN:cn=Steven M.Urich,o=Keystone 564 Old York Road, Suite 5
�) Certifications,inc.,ou, Etters, Pennsylvania 17319
email=surich@keystonecerts.com,
c=US Phone:717-932-8500
Date:2014.12.30 0753:49-05'00' Fax: 717-932-8501
wW W.KEYSTONECERTS.COM
DocunentTitb: DOC NX FRIVI81-02
Structural Performance Rev No: 7 Pagm 1 Of, 1
KF-YSTON Certification
Authorization Report
Re9tured.13Y: PRO 81-03
CAR& Product ID Number: 190 - 1035.0
Issue Date: 12/23/2014
Revision Date: 1.2/231201.4
Expiration Date: 11/19/2018
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 atwww.keystonecerts.com.
Licensee Information: Product Information:
PGT Industries Model: DH5560 PVC Impact Equal Leg Double Hung
1070 Technology Dr. PO Box 1529 Operator Type: H
Nokomis FL 34274 Config: All, GS-5/1.6"Ann Lami IG.
Max Width: 52
Max Height: 86
Referenced Standard: Product Rating:
AAMANVDMA/CSA 101/l.S.2/A440-11 Class LC-PG651324x2192(52x86)-Type H Neg DP--70
Qualifying Test Information:
Test Report No: FTL-7980
Test Report Expiration: 11/19/2018
Authorized Signature:
Digitally signed by Steven M.Urich Keystone Certifications, Inc.
DN:cn=Steven M.Urich, 564 Old York Road, Suite 5
o=Keystone Certifications,Inc.,ou, Etters, Pennsylvania 17319
emall=surich@keystonecerts.com,
c=US Phone: 717-932-8500
Date:2014.12.30 08:02:31-05'00' Fax: 717-932-8501
t
WWW.KEYSTONECERTS.COM
MAX.BUCK WIDTH
MAX.BUCK WIDTH SEE TABLE
SEE TABLE 1 28
1
M28'AX. �+— 1Y �-- O.C. IM MAX.BUCK WIDTH
8,SEE SEE TABLE 1
12' O.C. � 2'MAX. ?
B,SEE MAX. SHEET 3 B.SEE —�) �+— 4'MAX.O.C. �
SHEET 9 _ �� '
SHEET 3 12'MAX. SHEET 4 i
A.SEE I 12'MAX. 1 ._L•_ A.SEE
SHEET31 SHEET 4 ?
EQUALLY 13.15/16'MAX.O.C.
ANSPACEDCHORS ` J/ �L EQUALED I I 13.16 16'MAX.O.C.
x J'T_ ANCHORS x MAX.BUCK I
V MAX.BU K
.T_ MAX,BUCK HEIGHT S E HEIGHT SEE t1
x A 10'MAX.O.C. HEIGHT TABLE 1� X TABLE 1 x 4 TABLE 1
lJ
EQUALLY I `." 16'MAX.O.C. — 10'MAX.O,C.yI I /^
SPACED �— x Q —13.1
ANCHORS p� EQUALLY / A 13.73/16'MAX.O.C. 4'MAX. A
SPACED O.C.
ANCHORS •_�+}-_. �T
B•11z'MAX / &1l2'SUX. {{I
B-t NO ANCHORS AT SILL - B y_ry0 ANCHORS AT SILL g 2'MAX.
ELEVATION FOR TYP.EQUAL LEG FRAME, ELEVATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP,FIN OR J-CHANNEL FRAME, I
EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATION EQUAL-LITE CONFIGURATION
{SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
GENERAL NOTES:SERIES 5560 IMPACT RESISTANT,VINYL
DOUBLE HUNG WINDOW. TABLE 1:
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE Window Buck Size Reinf, Design Pressure Certification
REQUIREMENTS OF THE FLORIDA BUILDING CODE. Width Height Configuration Level (i)PB{ (.)Psp (CAR)Number
2)ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE CONSIDERED 1X 52-118" 84' Equal-lite
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY '
TO SUBSTRATE,WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR GREATER. 52-118" 75' Std.ProView R1 50.0 50.0 190-287,1034 I
IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 62-1/8" 86-3/8" Custom Sash k
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE !'
RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 624/8" 84" Equal-lite
3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-118" 75" Std.ProView, R2 65.0 70.0 ` 90-288,1035
OR STUCCO,USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION $2-118" 86-3/8" Custom Sash
ANCHORS SHOULD BE SEALED.OVERALL SEALING(FLASHING STRATEGY FOR
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS j
BEYOND THE SCOPE OF THESE INSTRUCTIONS.
4)MAX.1/4'SHIMS ARE REQUIRED A7 EACH ANCHOR LOCATION WHERE THE p'• •• ^%T,
PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USE SHIMS CAPABLE OF ��` •''��!:�5.` FP '
TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE VINYL DH WINDOW FPA(IMP.-RESIST.) 8 12/13/14
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE I
33.1!3°h STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 9 GENERAL NOTES&ELEVATIONS 1, J ROSOWSKI '-''� ""
PRODUCT,THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF o " /(.7{.',
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER ® > :'.'•• LGRlO:••',�':-
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTH.#29296
BUILDING CODE FOR CORROSION RESISTANCE. 1070 TECHNOLOGY DRIVE L
0:
N.VENICE,FL 34275
(941)-480-1600 DH 5560 NTS 1 OF 4 o x° FPA-5560.0 x z° LYp E.0 58705 P E i
TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
Min.edge Min. Min,Edge Min. j
Anchor Substrate Distance Embedment Anchor Substrate Dldance Embedment
0 3 . .Southern e 1 2-1/2'x.131"Common Nall
(steel,18$S.S. Steel,A36 318" 0.050" Max.DP of 60.0 P.T.Southern Pine(SG=.65) 8118' 2-7l10°
or 410 S.S.) Steel Stud,A663 Gr.33 3/8" 0.0348" 20 Ga.) 2-112•x.131"Ring-ehank Nell P.T.Southern Pine(SG=.56) 8/18' 2-7/161
Max.OP ot50.0 Aluminum,E063-T5 3/8" 0.0713" 14 Ga. 2-112°x.145'Rooting Nall P.T.Southern Pine(SG=.55) 8118• 2-7/16' -0b[
012 SMS P.T.Southern Pine(SG-0.55) 0/18" 1.3+8" P.T,Southern Pine(SG=.65) 314" 1.318•
Steel,A38 3/B' 0.050' #10 SMS Aluminum,8083-T5 3/8' 0.0713. 14 Ga,)
(steel,18.8 S.S. ( s
Steel Stud,A663 Gr,33 3/8' 0.0348'(20 Go.) (steel,I"S.S. !
or 410 S,S.) Aluminum 8083 T5 318° 0.0713" 14 Ga. or 410 S.S.) stool Stud,Gr.33 are° o.o34e•(20 Ga.)
3116" Itmcon P.T.Southern Pine(S' 55) 7/18" 13'8" steel,A36 3/8• 0.050"
(steel) Concrete min.2,85 ksq 1" 13/8"
Max.OP of 50.0 Un routed CMU, STM C 90 2-112° 1-114" 0 i
P.T.Southem Pile SG-0.55) V 1-W
114"Ulhacon Concrete(min.285 ka( 1" 131d" 1)-UNGROUTED CMU"VALUES MAY i
(steel) Unpmuled CMU,(ASTM C-00 2-112" 1.1/4` BE USED FOR GROUTED CMU
APPLICATIONS. I
Concrete in.2.85 ksl 2-112" 1314"
P.T.Southern Pine G=0.5 1" 1318 2)PANHEAD,FLATHEAD OR GE-7700 OR
MEXHEAD ARE ACCEPTABLE. DOW781
114"Crete•Flex Concrete(min.3.36 ksl) 1" I_ve SILICONE
(410 S.S.) Ungrouted CMU, ASTM C-90) 2-112" 1-114" 3)ANCHOR LENGTH TO BE SO THAT iPl rJOM.GLASS
A MIN.OF 3 THREADS EXTEND
Concrete min.3.35 ks( 2-112" 1314" BITE TYP.
BEYOND THE METAL SUBSTRATE.
1/4"Aggre•Gator Concrete min,3.276 kel) 1-112" '1318" BEYOND 1
P.T.Southam Pine(SG-0.5WM
I1. 1.316" !
(1&8 S.S.) Un ted CMU STM C•90 2' 1-1l4"
i
TYP.GLAZING DETAIL
i
718'NOM. �+--- � 718'NOM.
)
5/16'AIA PVB 5/16"A/A PVB
7/16"AIR SPACE 3/8"AIR SPACE
116"ANNEALED OR 3/1 B"ANNEALED OR
TEMPERED GLASS TEMPERED GLASS
DURASEAL, I10 DURASEAL, REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C
SUPERSPACER_ SUPERSPACER i
OR CARDINAL OR CARDINAL
XL EDGE XL EDGE
GLAZING TYPES
f t
TABLE 4:REINFORCEMENT TYPES PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) �c '
Reinforcement ;:`•' ;Ir,. ';a5
VINYL DH WINDOW FPA(IMP.-RESIST.) 8 12/13/14 _ '• -
upperuteI Lower lite
Leve! Top Bottom Top Bottom SldeGLASS/ANCHOR OPTIONS s J ROSOWSKI
Rall Rall Rall Rail Rails b ;d •�c•,;• .,.�Lr,��`?°>',1t�'
RI A B B A A CERT.OF AUTH.#20288 N N
R2 A C C A A 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 v
A.LYNN MILLER,P.E.
(941)-480-1600 y DH-5580 �°, NTS � 2 OF 4 s z FPA-5560.0 a� P.E.ri 58705 I
EDGE DISTANCE
SHOWN
INSTALLED
THROUGHIX EMBEDMENT
BUCKSTRIP
SHOWN SHOWN
FLANGE
INSTALLED INSTALLED
FRAME DIRECTLY TO THROUGH ix EMBEDMENT
SHOWN E EMBEDMENT SUBSTRATE BUCKSTRIP
� 1114
EDGE
EDGE DISTANCE
DISTANCE
BOTTOM
SASH
EDGE
TOP DISTANCE
SASH EXTERIOR
T
OPT.SASH TOP
LIFT RAIL FLANGE EQUAL
FRAME
SHOWN y FRAME
BUCKWIDTH -----'----JSHOWN
HORIZONTAL SECTION A-A
SUCK >
HEIGHT`
1)SEE SHEET I FOR SPACING REQUIREMENTS.
2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND
SUBSTRATE REQUIREMENTS.
FLANGE 3)MAX.SHIM THICKNESS TO BE
FRAME 4)GLASS SHOWN is FOR ILLUSTRATIVE PURPOSES
ONLY AND MAY DIFFER TO MEET DESIGN
REOU REMENT&
1 OPT.SASH 6)FIN ANDIOR FLANGE MAY BE REMOVED TO CREATE
1 BOTTOM LIFT OTHER FRAME TYPES.
.HANDLE
INSTALLATION THROUGH EXTERIOR
THE FRAME.INTO METAL
o'
R
NO ANCHORS -2 VINYL DH WINDOW FPA(IMP: ESIST.) b 12!13114
EQUAL REQUIRED IN
LEG FLANGE OR T FLANGE EQUAL-LEG/SOX FRAMES X��j J ROSOWSKI
EQUAL AIV
FRAME -LEG
SHOWN FRAME SILLS
CERT.OFAU .129296 .X1Swo",
1070 TECHNOLOGY DRIVE
VERTICAL SECTION B-B N.VENICE,FL 34275
t
-I FPA-5560.0 A,L'N"'R'P.E'
1(941)480-1600 DH-5560 NTS 3 OF 4
� S
i
i
f+-- EDGE DISTANCE SHOWN INSTALLED SHOWN INSTALLED I
SHOWN INSTALLED THROUGH THE THROUGH THE i
THROUGHTHE - FRAME INTEGRAL FIN j
FRAME -
/�l�Q —�}- EMBEDMENT EDGE DISTANCE FIN FRAME FRAME - �.....- i EMBEDMENT
SHOWNI —
_ 114"MAX SHIM 1!4"MAX SHIM
Q' 114'MAX SHIM i ��
BOTTOM
SASH ! Jr EMBEbMENT
EDGE q
DISTANCE III
roP J
( ! 0 SASH EXTERIOR
FIN t
FRAME
OPT.SASH TOP J-CHANNEL SHOWN
([j 'j( � i-�7 LIFT RAIL
FRAME 'r
SHOWN
BUCK WIDTH --^------r�
O HORIZONTAL SECTION C-C I
HEIiGHT �( i -- j"'--• 114'MAX.SHIM }w- 114"MAX.SHIM
' I INSTALLATION NOTES: 3
U! 1)SEE SHEET 1 FOR SPACING I
< REQUIREMENTS.
2)SEE TABLE(S)ON SHEET 2 FOR
ANCHORAGE AND SUBSTRATE
EXTERIOR `I REQUIREMENTS.
3)MAX.SHIM THICKNESS TO BE 114".
4)GLASS SHOWN IS FOR
I ILLUSTRATIVE PURPOSES ONLY AND
MAY DIFFER TO MEET DESIGN I
REQUIREMENTS.
FIN 13 FIN O
OPT.SASH -Ills 6)FIN AND/OR FLANGE MAY BE j
REMOVED TO CREATE OTHER
J-CHANNEL BOTTOM LIFT - FRAME TYPES. f
FRAME RAIL r
i + FRAME1I FRAME
SHOWN EXTERIOR SHOWN 1 ---'�
RIOR SHOWN ,Y j
r r v a�
114,MAX INSTALLATION THROUGH INSTALLATION THROUGH THE
0� SHIM THE FRAME.INTO METAL INTEGRAL FIN,INTO METAL `\�,. ..........
11
EDGE L D
DISNCE FPA(IMP.-RESIST.) ` 12/13!14 - �1���31�;• `•
SHOWN -•-f��— �- TAo
INSTALLED EDGE
j J"CHANNEL&INTEGRAL FIN FRAMES o, ROSOWSKI , '� l� IS •' ;''
i--
THROUGH DISTANCE sJr
INTEGRAL FIN EMBEDMENT -- _ CERT.OF AUTH.828298 x $ ,�_j,i•,,,F•+')�,��?.•',t.,; 1
``.::..
VERTICAL SECTION D-D 1070 TECHNOLOGY DRIVE t, �o
N.VENICE,FL 34275 e - d A.LYNN MILLER,P.E.
(941)-480-1600 DH-5560 N NTS h 4 OF 4 i FPA-5560.0 a P.Ep 68705
r
1