HomeMy WebLinkAboutProduct Approval Pro erty Information Building Information
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Owner: James Anderson Wind Zone: 150 MPH.
Address: 3439 Southern Pines'Dr Exposure Category: B
Ft Pierce,Fl Minimum Building Dimension: 24 ft.
l Mean Roof Height: 15 ft.
Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device Max:Positive JLMax Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 End 74 38 7 27.3 -35.7
_........ _._._..... ....... . .._.. ... .:_... .... _ . __.._.. ... . . ..............................._...... . .......__
2 Int 37 .._ 38 _ 7 28.5 -31.0
__. _...... .. ........-- _... ... .. .. . .... ... . _...._... . .....
............................... .................. .. . ......_..................... _..._. ... . .................. ... _.._. . ... _.. ._..... ..... .. .. ........ ..........
3 Int 111 50 7 26.0 -28.5
............. . ......... ........_ . ......... . ... ... ......... ......... ...........................__:.
4 End 74 38 7 27.3 35.7
..... .. . ........ ........_. . .._... . ....11... .. ._..... .-
5 . Int 37 ....... 38 7 28.5 3.1 0
. ..._. ........__.._..... .......... .. . ....... ....- ... _. ........... ..._._.-_-........_........ .. ....._. .... ._...._.. ................
6 End 37 38 7 28.5 -38.2
...._....... _.. . ..._.... ..... . ......... ....:... _. ......... . ........ .. ....... ......._._ ........_._ ---
7. End 74 50 7 26.8 34.7
_ .... ..... .. . ............ . . ........ __...._ .._. _._..__. ._..._... ... ,. _.. .. ........ :__ .............-..._.. ... _......_.. _._. ._......_._ . . ..... .................... ..........
8 Int 111 50 7 26.0 28.5
. ... .: ___ ..........--- ............... .. _ ....... ...... ....... __.._ _ ._.._... __...... . ......... . __.....
9 End 74 50 7 26.8 34.7
__ ._. .... _ _ . ._. . ....... .._.._....... _..... .
10 Int 37 38 7 28.5 -31.0
.__.._.__....................................--..._._._............ .._...._..........................................._.._.._............ ............_...._.__........._.................._............_._.............._......__..................................._....._...._.._...._.........................._.........__........---...._......................---------_...
11 Int 37 26 7 28.5 -31.0
_.........._--.........--------...__...........--------..._...._.........---...........--..._..---............._........_._........__........_............__._......._........_._........._...__...._...._.. _ ... ._.....__...............__..__........._...._............_....._.....__...._......._.._.__.._..-------
- ---...
12 End 37 38 7 28.5 -38.2
13. Int 37 38 7 28.5 -31.0
14 Int 37 38 7 28.5 -31.0
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code.
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._.;: ':•. :.::..: . .,,:,,r.,.�=s .;�:re> n-2 lInn Searc->Aox,_ratirrLast.>Application.Detail
FL n FL1435-1116
3 Application Type Revision
Code Version 2014
_Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and
ratified by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGWIr"dustnes"
Address/Phone/Email 1070 Technology•Drive
Nokomis, FL 34275
(941)486-0100 Ext'22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries:com
Technical Representative Jens Rosowski
Address/Phone/Email 1070.Technology Drive
Nokomis;FL 34275
(941)486-0100 Ext 21140
j rosowski @ pgti nd ustries.co m
Quality Assurance Representative
Address/Phone/Email
Category i VJr dow"s+
Subcategory Sing l6�Hui g
Compliance Method Certification Mark or Listing
Certification.Agency Keystone Certifications,Inc.
Validated By Steven M. Urich,,PE
Validation Checklist—Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/IS2/A440 2011
AAMA/WDMA/CSA 101/IS2/A440 2005
AAMA/WDMA/CSA.101/IS2/A440 2008
ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002
ASTM E1886' 2005
ASTM E1996 2012
ASTM E283 2004
ASTM E330 2002
Equivalence of Product Standards
http://www.floridabuildincr.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgsbCUITKel20D... 7/21/2015
Florida Building Code Online Page 2 of 4
Certified By,
Product Approval Method Method 1 Option A
Date Submitted 06/11/2015
Date Validated 06/16/2015
Date Pending FBC Approval
Date Approved 06/25/2015
............................:...............:...........__.................._......................._.._.............._......._...._......................................................................................................--......................................................................................................................__...................................
.
Summary of Products
FL# Model,Number or Name IDescription
1435.1 SH-200 Aluminum Single Hung Window(Std. Meeting Rail, inc.
Pass-Thou) .
Limits of-Use Certification Agency Certificate
Approved for use in HVHZ: No _l::.j:`-:: -I S 11 CA:_ =: .riff'== 'r_r._S _�l;i 1_i_'.`:
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
'Impact Resistant: No 05/28/2016
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for
S design pressure,size and-anchorage information.The Verified By: A. Lynn Miller, PE 58705
Pass-Thru version was not tested for water infiltration. Created by Independent Third Party: No
Evaluation Reports
1..1 ':5 .t116 fi.c. `>H->t;ts....,.::.irai:i;;:
Created by Independent Third Party: No
1435.2 SH-200 HD Aluminum Single Hung Window(with HD Meeting Rail)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No ;._A,_. C:erdfi^atif.r 20011D,odf,
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/08/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for LI l s5 R16; H SH`-200 HD, r f
design pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
r-LA435 Plk AE H-2(?I)I;D._:Ev ai P.J.i i•.ft:S^
Created by Independent Third Party: No
1435.3 =JSH-400 IVinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FLI-= 5 R16 C CA._.0 SH-4C=:;Cert€fCai:k?risj-�f
_..__........___._.._._.__._.._. ._.......
_..
__..._._.. ._.__......__..._..._._.........._.-.
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/21/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for fL1435 ?a6 I' H- 0.'.
design.pressure, size and anchorage information. Verified By: A. Lynn Miller;PE 58705
Created by Independent Third Party: No
Evaluation Reports
c1143`. RIC, AE Srl-40 Et<<;_Uciivn.p�Y
Created by Independent Third Party: No
1435.4JISH-500 jjWlnGuard Vinyl Single-Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:.No L3....... CAC_ S!--1-500 G Ce! f_atG .f cif
Approved for use:outside HVHZ:Yes Quality Assurance Contract.Expiration Date
:Impact Resistant:Yes 08/27/2016
Design Pressure: N/A- Installation Instructions
Other:"Please seethe Installation Instructions for FL1.435_._IZ15 1?_SI E-` 10.p_
design pressure,.size and anchorage information. Verifled By: A. Lynn Miller, PE 58705
Created by Independent Third Party: No
Evaluation.Reports
1A..435 R16 AE SH--500 Eva ua ior:, df
-----._ .-.......-----------._._._.
Created by Independent Third Party: No
1435.5 SH-800 lWinGuard Multistory Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved'for use in HVHZ:.No FLI435 Ri5 C CAC SH-800 Cert:"t at op_ f
Approved for:use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/07/2017
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDgsbCUITKel20D.... 7/21/2015
Florida Building Code Online Page-3 of 4
Design Pressure:.N/A Installation Instructions
Other: Please see the Installation Instructions for L;l 4 3 R 16, 1"__aH._8i3y'_J,_:
design pressure,size and anchorage information. Verified By:A. Lynn Miller, P.E. 58705
-Created by IndependentThird.Party: No
Evaluation Reports
Y1_14_'5 V,:i6 AE SH-800
Created by Independent Third Party: No
1435.6ISH-2100Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:'No L1.43`i 1u £fC. _e:ti 3_at o'SH-2.1,
c
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/24/2016
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for i_.t.,.. —R;_,_SJ 4_i-=_`('.:d
design pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created-by Independent Third Party: No .
Evaluation Reports
L..l.4sb al:; A-
Created by Independent Third Party: No
1435.7 SH-2200 JIVinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No I L.1.4 5 2-.r CAC SHi 22010
---.
-............. ..._ ..._..------'-'''---
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 10/21/2015
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for l..1•s5 t:1 II SH 2% ;:?
__............. .._._...._...__..............._...._..._
design pressure,size and anchorage information. Verified By:A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
-R.1435 , .-
0.AE SH-2210n Eval,laition.pd
Created by Independent Third Party: No
1435.8 SH-5400 IjEnergyVue Vinyl Single Hung Window
Limits of Use Certification.Agency Certificate
Approved for use in HVHZ: No "3..:1.•6.35 '1:16 CAa SH-`��30 C=r"i::f::??scr:•r.,dl
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date.
Impact Resistant:No 08/13/2018
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for M..1.435 ?16 I' SFi-r;.30r.n
design pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by.Independent Third Party: No
Evaluation Reports
- Sru3 :v?;uaa:jol.pldf
Created by Independent Third Party: No
SH.;5500 WinGuard Vinyl Single Hung Window
Limits of Use lamo -- Certification Agency Certificate
Approved for use in HVHZ: No =11435 216 C CAr,
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/01/2018
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions forL1,435 .._ __ 11 . H-5`��G ?�
design pressure,.size and anchorage information. Verified By: A. Lynn:Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
11435 ` 16 AE SI'.4- 500 EValuaton.cdf
Created by Independent Third Party: No
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-Contact Us;:1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 -
The State of Florida is:an AA/EEO employer.Copyright 2007-2013 State of Florida. Privacv Statement::Accessibility Statement::Refund Statement
- . 'Under Florida law,email addresses are public records.If:you do not want your e-mail address released in.resporise'to a public-records request,do not "
sendelectronicmail to.this entity.Instead,contact the.office by phone or by traditional mail.If-you have any questions,please contact 850.487.1395.
-Pursuant to Section 455.275(1),Florida,Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department
with an email address ifthey have one:The emails provided may be used for official communication.with the licensee.However email addresses are public -
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To determine if you are a licensee under Chapter 455,*F.S.,please click here.
.Product Approval,Accepts:
t1
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Florida Building Code Online Page 4 of 4
�,•ray
.. 6 k.. �,
1
http://www.floridabililding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel20D... 7/21/2015
MAX.BUCK WIDTH
MAX.BUCK WIDTH SEE TABLE 1
SEE TABLE 1 28 - MAX.BUCK WIDTH _
28' B,SEE - M 2" MAX. �+— SEE TABLE 1.
O.C. I 2*MAX.
MAX _
' r-- C
12" . .-
B,SEE MAX. . SHEET 3 - SHEET 4
D.SEE 4"MAX.O.
SHEET 3 A,SEE -
SHEET 3 12"MAX. C.SEE
A.SEE �_ SHEET 4 - I
SHEET 3 12'MAX. .
/
.. / 17.8MAX.O.C.
17.8 76 MAX.O.C.
- 01 01.. I MAX.BUCK I 1— 4"MAX. - . 'MAX.BUCK -
HEIGHT MAX.BUCK
SEE. .O.C. HEIGHT SEE I
TABLE 1�. - HEIGHT SEE X 4. _TABLE 1
X 10"MAX.O.C. (J TABLE 1
// 13.773°MAX.O.C.
- � 10"MAX.O. I`
A� / q 13, 773'MAX.O.C.
.8-1/2'MAX. .. 6-1@ MAX. .
D 2"MAX. r t
B NO ANCHORS AT SILL B NO ANCHORS AT SILL
ELEVATION FOR TYP FLANGE:FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME,
ELEVATION FOR TYP.EQUAL LEG FRAME, _ EQUAL-LITE CONFIGURATION
EQUAL-LITE CONFIGURATION PROVIEWLORIEL'CONFIGIJRATsI0N6.- `-- (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
•r,._ -(COTTAGE-SIMILAR)
I
- TABLE 1:
I
Window Buck Size .Reinf. Design Pressure Certification
GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT,_ Configuration I
VINYL SINGLE HUNG WINDOW Width Height Level (+)psi (-)psf (CAR)Number
40" 63 .! Egii al-lite <_ y50:0 x70:0 X10=, ,,
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE h. R4 9
REQUIREMENTS OF THE FLORIDA BUILDING CODE. X36 h 621 Eg4al=�lte_^? SHAPES MAY BE USED BY "
_ - - INSCRIBING THE SHAPE.IN -
2)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X +�36 62" Std.PfOVIBW -;R4 s 50}� -=50['0 �'"=1:9D 1027x:. A BLOCK AND OBTAINING
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY - v DESIGN PRESSURES FOR
TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112°THICK OR GREATER., 36" 67-9116" Custom Sash THAT BLOCK SIZE FROM
1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 52-1/8" M. Equal-lite THE TABLE ON THIS SHEET. i
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE
.RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 52-1/8" 84" Std.ProView R1 50.0 50.0 190-1021
, i
3)ANCHOR EMBEDMENT TO BASE M 52-1 /8" 91-13/16" CustomSash
MATERIAL SHALL BE BEYOND WALL DRESSING - I
OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 52-1/8" 84" Equal-lite
ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR
WATER RESISTANCE OF INSTALLATION SHALL,BE DONE BY OTHERS AND IS 52-1/8" 84" Std,ProView R2 65.0. 70.0 ' 190-1026
BEYOND THE SCOPE OF THESE INSTRUCTIONS. 1.- 52-1/8" 91-13/16"1 Custom Sash _ ,•.,I: I I;;/;
4)MAX.114"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE
PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF. .. ``! t
TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. ,' ,•. I
VINYL SH WINDOW FPA(NON-IMPACT) 12/13/14 . - ^''"5 y
5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE o" I
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE o _- -
33.113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THISJ?nT "GENERAL NOTES�ELEVATIONS mT J ROSOWSKI , GI� .
0 0 1'
PRODUCT.THE 1.6 LOAD DURATION NOT,
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 CERT.OF AUTH.#29266
BUILDING CODE FOR CORROSION RESISTANCE. > ° ',�>l::;P,I',1. ��,`.'�•`
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 '8 '' t
(941)-480-1600 SH-5400 NTS 1 OF 4 z FPA-5400.0 ;z A.LYNN MILLER,P.E.
i`n 1 P.E.p 58705 j
TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN -
Min.Edge Min. Min.Edge Min.
Anchor Substrate Distance Embedment Anchor Substrate Distance Embedment
#10 SMS P.T.Southem Pine(SG=0.55) 7/16". 1 8" 2-1/2"x.131"Common Nail, P.T.Southem Pine(SG=.55) 9/16" 2-7116"
(steel,18-8 S.S. Steel,A36 3/8" 0.050" , Max.DP of 50.0,
or 410 S.S.) Steel Stud,A653 Gr.33 3/8" 0.0346"(20 Ga.) 2-112"x.131"Ring-shank Nail P.T.Southem Pine(SG=.55) 9/16" 2-7/16"
Max.DP of 50.0Aluminum,6063-T5 3/8" 0.0713" 14 Ga. 2-1/2"x.145"Roofing Nail P.T.Southem Pine(SG=.55) 9/16" 2-7/16" I
#12 SMS. P.T.Southem Plne.(SG=0.55) 9/16" 1.3)8" P.T.Southem Pine(SG=.55) 3/4" 1-3/8"
Steel,A36 318". 0.059, #16 SMS Aluminum,6063-T5 318" 0.0713" 14 Ga.
(steel,18-8 S.S. ( )
or 410 S.S.)
Steel Stud,A653 Gr.33 318" 0.0346"(20 Ga.) (steel,18-8 S.S. Steel Stud,Gr.33 318" 0.0346" 20 Ga.) {
Aluminum,6063-T5 3/8" 0-0713" 14 Ga, or 410 S.S.)
Steel,A36 318". 0.050" 1
3/18"Ullraeon P.T.Southem Pine($G=0.55) 7/18" 13/8" ;
(steel) Concrete(min.285 ksl) 1" 1318" WINDOW SHAPES AS SHOWN BELOW OR j
Max.DP of 50.0 .Ungrouted CMU,(ASTM C30) 2-1/2" 1-1/4" ANCHOR NOTES: SIMILAR,MAY BE USED BY INSCRIBING THE
P.T.Southem Pine(SG=0.55) T, 1316" GE-7700 OR SHAPE IN A BLOCK AND OBTAINING DESIGN
4 14"Ulhacon, Concrete(min.2.85 ksi) 1" 13/4" 1)"UNGROUTED CMU"VALUES MAY DOW-791 PRESSURES AND ANCHORAGE FOR THAT BLOCK
Ungrobted CMU, ASTM C-90 .2-1/2" 1_1/4^ BE USED FOR GROUTED CMU SILICONE SIZE FROM THE TABLE ON SHEET 1.
�11_ i
( ) APPLICATIONS. jIy NOM.GLASS --�{ WIDTH F•+— —�-{ WIDTH
Concrete(min.285 ksl) 2-1/2" 1314" BITE TYP.
P.T.Southem Pine(SG=-0.55) V 1316" 2)PANHEAD,FLATHEAD OR EXTERIOR O
HEXHEAD ARE ACCEPTABLE. �•
114".Creteflex , Concrete(min.3.35 ksi) 1" 1 N !
a(4105.5.) Unglouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 3)ANCHOR LENGTH TO BE$O THAT a
/ / T
.Concrete min.3.35 ksi .2-112" 1314" A MIN.OF 3 THREADS EXTEND 0 c7 c7 H-
.Concrete(min.3.275 ksi) 1-1/2" 1316" BEYOND THE METAL SUBSTRATE. _ _ _ 1� I
1/4"Aggre-Gator " TYP.GLAZING DETAIL W =
.(18.8 S,S•) P.T.Southem Pine(SG 0.55) 1" 13r8"
Ungrouted CMU, ASTM C-90 Z, 1-114"
RADNSTOP ARCHIOP I
(EQUAL-LITE SHOW N) (PROVIMORIEL SHOWN)
314 NOM. 314"NOM. 718'NOM. 718"NOM.
118"ANNEALED OR 3116"ANNEALED OR
TEMPERED GLASS TEMPERED GLASS 5/16"A/A PVB 5116"A/A PVB
i
112"AIR SPACE 3/8"AIR SPACE \ 7/16"AIR SPACE 3/8"AIRSPACE
118"ANNEALED OR 3/16"ANNEALED OR \ y 1/6"ANNEALED OR 3/16"ANNEALED OR
TEMPERED GLASS - TEMPERED GLASS ti TEMPERED GLASS TEMPERED GLASS
DURASEAL, DURASEAL, DURASEAL, L DURASEAL, f
SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER , I
OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL
XL EDGE XL EDGE XL EDGE XL EDGE
GLAZING TYPES I
�rj�nnJ I(�� II�(II IrIJp IIpII,, •
TABLE 4:REINFORCEMENT TYPES I Lr
Reinforcement
REINFORCENTTYPEA REINFORCENT TYPE B REINFORCENT TYPE C
Upper Lite Lower Lite
Level Bottom Bottom Side a 1
Rail Top Rall Rail Rails VINYL SH WINDOW FPA(NON-IMPACT) 0 12113114.
R1 B A A A GLASS/ANCHOR OPTIONS om J ROSOWSKI 6 (+ IS
R2 C A A A
R4 B A A NSA CERT.OF AUTH,#29296
1070 TECHNOLOGY DRIVE ao } .,
N.VENICE,FL 34276 v A.LYNN MILLER,RE. i
. PVB INTERLAYER.MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) (941)-480-1600 'v SH-5400 �, NTS. c 2 OF 4 o z FPA-5400.0 z° p.E.q 58705 - -
��- EDGE DISTANCE
SHOWN , PIJ 'TRhTa= -
'INSTALLED
THROUGH IX -
.BUCKSTRIP _ EMBEDMENT -
FLANGE SHOWN SHOWN -
FRAME ----� >� INSTALLED .. INSTALLED
DIRECTLY TO �r
SHOWN �- THROUGH 1X EMBEDMENT I I
.SUBSTRATE ___
EMBEDMENT
O_r�- EDGE
EDGE / / 6 r'./ / DISTANCE
DISTANCE D a
i
i I III i
IS �1 J
EDGE
LIFT RAIL. DISTANCE
OPSSH TOP RIOR
aFLANGE I EQUAL
FRAMEp, SHOWN Ilr --- BUCK WIDTH LEG
FRAME ,
HORIZONTAL SECTION A-A SHOWN
HEIGHT
HEIGHT
INSTALLATION NOTES: -
EXTERIOR `{ 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. .
2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND
SUBSTRATE REQUIREMENTS.
a 3)MAX.SHIM THICKNESS TO BE 1/4.
4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES
ONLY AND MAY DIFFER TO MEET DESIGN
OPT.1 SASH Q ------- - REQUIREMENTS.BOTTOM LIFT FLANGE Q 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE _
J HANDLE LOCK FRAME OTHER FRAME TYPES.
SHOWN
EQUAL
LEG
FRAMEa INSTALLATION THROUGH EXTERIOR
SHOWN - - I
THE FRAME,INTO METAL ..••.�;t'.'•', .
/ NO ANCHORS
REQUIRED IN , f
FLANGE OR VINYL SH WINDOW FPA(NON-IM PACT), 0 12/13/14
EQUAL LEG
T / FRAME SILLS FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI
VERTICAL SECTION B-B CERT.OF AUTH.#29296
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275
(941)-480-1600 a SH-5400 N NTS 3 OF 4 o z FPA-5400.0 Y z A.LYNN MILLER,P.E.
v, in P.E.#58705
EDGE DISTANCE SHOWN INSTALLED SHOWN INSTALLED "
SHOWN INSTALLED - THROUGH THE - _ THROUGH THE
- THROUGH THE _�_ FRAME � INTEGRAL FIN '
'FRAME - -------�- - - ..
EMBEDMENT - - EDGE DISTANCE F�--
J FRAME L - — EMBEDMENT - ..
SHOWN
t VV I �LI�V Q
�LJ -
EMBEDMENT
a Q
EDGE
1 D
DISTANCE
OPT.SASH TOP
JfInIIr EXTERIOR
LIFT RAIL "OUD�U •—___—_ - - - ��� FIN
J-CHANNEL FRAME +I _ FRAME
a -_� SHOWN t..
SHOWN r BUCK WIDTH i
HORIZONTAL SECTION C-C
INSTALLATION NOTES:
BUCK
HEIHTO - . . ..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 114".
EXTERIOR• �: ,I 0�—v OLS 4)GLASS SHOWN IS FOR ILLUSTRATIVE "
PURPOSES ONLY AND MAY DIFFER TO
' r U MEET DESIGN REQUIREMENTS.
I 5)FIN AND/OR FLANGE MAYBE REMOVED
Qu . TO CREATE OTHER FRAME TYPES.SASH
-
BOTTOM LIFT
FRAME
IN SHOWNJ HANCLEILOCK
SHOWN D EXTERIOR FIN EXTERIOR FIN - — -
FRAME FRAME
- SHOWN �' SHOWN - -
INSTALLATION THROUGH INSTALLATION THROUGH THE
THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL
SHOWN EDGE
INSTALLED DISTANCE -
THTHEGH EDGE VINYL SH WINDOW FPA(NON-IMPACT) 12/13!14
INTEGRAL FIN ,; -
DISTANCE o J-CHANNEL&INTEGRAL FIN FRAMES oN J ROSOWSKI
-, EMBEDMENT
m
cERr.oFAurH.szszs5
e8
VERTICAL SECTION D-D
--------- 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 �o I
(941)=480-1600 SH-5400 ° NTS' t 4 OF 4 111-
z FPA-5400.0 K z° A.LYNN MILLER,P.E.
v, in ,P.E.#58705.
Page 1.of 2
_..._.__ _ _. _.. ..- ...._...,.. _. ........_.
NFRC Report
Quote# 186865-
PO Number:
Job Name:
www.pgtindustries.com Job Address:
Line# Item Description Quantity Location
0001 SH5500 VINYL SINGLE HUNG 5500 Ordered.
;.(1.00) 36.X37.375X.,23,STD,5/8"FL,W,EQUAL,7/8 LIG,CL,ARG,SB 10.00
70XL,NO GRID,AUT0,1816K,Duraseal,CMFRT LFT HNDL
Certification Type:AAMAA440 Package Selection.NONE
Frame Type:.625FLANGE Vent Configuration:EQUAL
Window Style:.STD Size Selection:COMMODITY
_E Size Code:23.0000 Size Ref:ACTUAL
Actual Size:36 X 37.3/8 Rough Masonry:37 3/4 X:38 3/8
Wood Frame:36 114 X 37.5/8 Egress:31 3/4 X 14 011(3.094 SOFT)
Frame Color:White Does unit need to meet Turtle Code:NO
` Glass Family:Laminated Insulating Glass:7/8"LIG(1/8 AN-71.16 ARG-5116 ANlAN
Interlayer Type:PV8090 Argon Gas:ARGON
Glass Color:.CLEAR Low E:ENERGY'SHIELD MAX
Privacy Glass:NONE Glass Spacer-Type:DS
Grid Type:NO Grid Screen Type:1816 Charcoal
Vent Latch:N Comfort Lift:Y
PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000
PANumber.FL 1435 EnergyStar:1234.0000
CondensationResistance 56.0000 �laFfO 2900'"
S I rHeatGainCoeff 0:^2100 VT:0.4800
VTCOG:0.6300
0002 SH5500 VINYL SINGLE HUNG 5500 Ordered:
36.X49.625X.,24,STD;5/8"FL,W,EQUAL,7/8 LIG,CL,ARG,SB 10.00
70XL,NO GRID,AUT0;1816K,Duraseal,CMFRT LFT HNDL
.
_. . _ .1 ............ ...
. ._.._.. ..___.
. .. _._..._.__ .._..._.... _ .._ . __
.... . ........ .
Certification Type:AAMAA440 Package Selection:NONE
Frame Type:.625FLANGE Vent Configuration:EQUAL
Window Style:STD Size Selection:COMMODITY
Size Code:24.0000 Size Ref:ACTUAL
r Actual Size:36 X 49 5/8 Rough Masonry:37 3/4 X 50 5/8
Wood Frame:36 1/4 X 49 7/8 Egress:31 3/4 X 20 1/8(4.444 SOFT)
Frame Color:White Does unit need to meet Turtle Code:NO
Glass Family:Laminated Insulating Glass:.7/8"'LIG(1/8 AN-7/16 ARG-5/16 AN/AN
Interlayer Type:PVB090 Argon Gas:ARGON
Glass Color:CLEAR Low E:ENERGY SHIELDMAX
Privacy Glass:NONE ; Glass Spacer Type:DS
Grid Type:NO Grid. Screen Type:1816 Charcoal
Vent Latch:N Comfort Lift:Y '
PositiveDesignPressure:50.0000 i NegativeDesignPressure:50.0000
PANumber:FL 1435 EnergyStar:1234:0000
CondensationResistance 56.0000 1112.012900x'.,
SolarHeafGa'inCoeff;Oi2100' = VT 0.4800
VTCOG:0.6300
_. . _........... ......... - —._...._._._ .._... - ..,...._ ............... .......... _ ...._.......... . ..........................___................ ...._.._...... _..._. ...,...... _.
0003 .SH5500 VINYL SINGLE HUNG 5500 Ordered:
_(3.00) 36.X37.375X.,23,STD,5/8"FL',W,EQUAL,7/8 LIG,CL,ARG,SB :1.00
70XL,OB NO GRID AUT0,1816K,Duraseal,CMFRT LFT HNDL
Certification Type:AAMAA440 Package Selection:NONE
Frame Type::625FLANGE .Vent Configuration:.EQUAL
Window Style:STD Size Selection:COMMODITY
Size Code:23:0000 I:Size Ref:ACTUAL
Actual Size:36'X 37 3/8 Rough Masonry:37 3/4-X 38 3/8
Wood Frame::36 1/4 X 37 518 %-Egress:31 3/4 X 14 0/1(3.094 SOFT..)
-Frame Color:White. = Does unit need to meet Turtle Code:.NO
Glass Family:Laminated-Insulating ;-Glass:7/8"LIG(1/8 AN-7/16 ARG-5116 AN/AN
- Interlayer Type:PVB090 Argon Gas:ARGON
Glass Color:CLEAR Low E:ENERGY SHIELD MAX
Privacy Glass:OBSCURE Privacy Glass Location:UNIT
Glass Spacer Type:,DS Grid Type:NO Grid
Screen Type:1816 Charcoal Vent-Latch:N
Comfort Lift:.Y i'PositiveDesignPressure:50.0000
NegativeDesignPressure:50.0000 PANumber:FL 1435
EnergyStar.1234.0000 ? CondensationResistance:56.0000
http://ww2.exoquote.com/exoquote2/Reporting/(S(3 odxhn2h2pf.fg5wj ezjxlxt))/ExoReport... 7/21/2015
:Page 2 of 2
kUEaD•2900 SolatHeatGairfCoeff 0 21DOK'
VT:0.4B00 VTCOG 0.6300
_.._ ........... _....._. .._.._. ....._...... ........... .......
.. ..._... .....,.._.
0004 SH5500 VINYL SINGLE HUNG 5500 Ordered.
(4.OD) 36.X25.X.,22,STD,5/8"FL,W,EQUAL,7/8 LIG,CL,ARG,SB 1:00
70XL;OB,NO GRID,AUT0,1816K,Duraseal,CMFRT LFT HNDL
Certification Type:AAMAA440 Package Selectlon..NONE
Frame Type:..625FLANGE Vent Configuration:EQUAL
Window Style:STD Size Selection:COMMODITY
I`. Size Code:22.0000 Size Ref:ACTUAL
Actual Size:36 X 25 Rough Masonry:373/4 X 26
Wood Frame:36 1/4 X 25 1/4 Egress:31 3/4 X 7 13/16(1.729 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 ARG-5/16 AN/AN
Interlayer Type:PVB090 Argon Gas:ARGON
Glass Color:CLEAR Low ErENERGY SHIELD MAX
Privacy Glass:OBSCURE Privacy Glass Location:UNIT
Glass Spacer Type:DS Grid Type:NO Grid
Screen Type:1816 Charcoal Vent Latch:N
Comfort Lift:Y PositiveDesignPressure:50.0000
NegativeDesignPressure:50.0000 PANumber:FL 1435
EnergyStar:1234.0000 CondensationResistance:56.0000
LOE'=0 2900 ,SgLar-eatGairi"Coeff:'02
VT:0.4800. VTCOG:0.6300
0005 MULL MULL BARS Ordered.
(5:00) X.,37.5,WHITE,.625FLANGE,SERIES 5500,MULUCVR/CLPS,2 1.00
Product Family Series:5500.0000 Certification.Type.AAMA
Part Selection:MULUCVR/CLPS Frame Type:.625FLANGE
Mull Bar Type:1.25X3.25X.125 Mull Clip Qty:2.0000
Mull Clip Type:T-CLIP/T-CLIP Size Selection:CUSTOM
Length:37.5000 Frame Color:W
0006 MULL MULL BARS Ordered.
(6.00) X.,49.5,WHITE,.625FLANGE,SERIES 5500,MULUCVR/CLPS,2 1.00
.._._... ...
.... ........ .. .. .... _ .._. ._..... .... _. ....__.
Product Family Series:5500.0000 Certification Type:AAMA
Part Selection:MULUCVR/CLPS Frame Type:.625FLANGE
Mull Bar Type:1.25X3.25X.125 Mull Clip Qty:2.0000
Mull Clip Type:T-CLIP/T-CLIP Size Selection:CUSTOM
Length:49.5000 Frame Color:W
PO.Number:
Print Date 7/21/2015
Page 1 of 1
http://ww2.exoquote.com/exoquote2/Reporting/(S(3 odxhn2h2pfffg5wj ezjxlxt))/ExoReport... 7/21/2015