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Property Information Building information
Owner: James&Karen Sullivan ? Wind Zone: 150 MPH.
Address: 14231 Aguila Exposure Category: C
Ft Pierce,Fl 34951 , Minimum Building Dimension: 25 ft.
Mean Roof Height: 15 ft.
Risk Category: II
A
Design Pressure Calculations
Opening LLocation IF Device Device [ Device Max Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 Irit 37_ 64 7 33.5 -36.4
._. ......... . .-_- ...__ .__...._.__ . ._ -...._. _..
Int 36 80 . 7 33.1 -36.0
...... _ _....._ ._..._ .....__.. . .._....._._. ..... . .......... ..---.--_... ............................._........ ......_ ... .. .... ..... .. ... ....... ... . ......_. ...__._....._ ...
3 End 74 64 7 31.9 -41.0
........ .. ..-. ... ......_ ._ ............... I ._.. ..._ .. .. .. ......._
_
4 Int 53 57 7 33.0 -35.9
..._ .__.._. .......... ...._.. .. .............. _ - ..........-._._._. -_ ...... .. ... ...... . .---._.... . ...
5 . Int 26 39 7 34.6 -37.6
.._...._..._ _..._. .... .. . __. .. .. ...... ......... _ ........ -.._...... ....._..
6 Int 2� 51 7 34.6 -37.6
..... . _. _.... ...- ....... ---- ......... _.._ - _.. _.........
7 Int 26 51 7 34.6 -37.6
_ .._._.. - .........._. _......... - ..--. ......... .._.. _ . ........ . . ..... .. ........ - . ......
8 End 111 57 7 31.3 -3.9.7
......._... . ..... ................... ........ .. . ............................_. _ - _ .. .._ .........._
9 Int 54 38 7 33.8 -36.8
Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads—Components and Cladding.Florida Building Code 2010 ed.
Page 1 of 1.
' rlonda building Code Unlme Yage a of 4
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Pro :Public SS10f1 i Product tUser Approval
>-:•'(.;.^.. .'x"ai'.a'„>'NOJ'�iiC7i1:._QR s ,_.>Application Detail
t FL# FL1435-,R16
y f
t t_
Application Type Revision..
Code Version Z201-411-
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 PGT Innddu's9tries
Address/Phone/Email 10707echnology Drive
Nokomis, FL 34275
(941)486-0100 Ext 22318 .
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical-Representative 7ens;Ro_so Saki
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140.
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory ,S gLeHung
q
Compliance Method - Certifisatio�Marhor Listing
Certification Agency Keystone Certifications,.Inc.
Validated By Steven M._Urich,;PE
V6lidatib6-Check1ist_Hardcopy.Re'ceived'
Referenced:Standard and Year(of.Standard) -Standard Year
.,AAMAWDMA/CSA`101/IS2/A440 2011
AAMA�WDMA/CSA 101[IS2/A440 2005,
HAMA/WDMA/CSA 101'/IS2/A440 2008
ANSI/HAMA/WDMA 101/I S:2/NAFS 2002
ASTM E1886' 2005'
.ASTM-E1996' 2012
ASTM E283 2004'
AS-M E330 2002 .
Equivalence of.-Product Standards
http`://www;flondabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKe120Du... 7/1/2015
i ikiiiva ijuuiuiiig k-UUU kJ11111le
Page 2.0f 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 F200 IIAluminum Single Hung Window (Std. Meeting Rail, inc.
�Pass-Thru)
I
Limits
of U se Certification Agency Certificate
Approved f.r.use in HVHZ: No
C CAC
......................_........ .... ... ..................
APd or use outside HVHZ.Yes QualityAssurance Contract Expiration Date
Impact No 05/28/2016
Other:
Pressure. N/A Installation Instructions
h
r. Please
'le., - ,
see the Installation Instructions for PiA4'.15 P .1- �Ctl
Idesign
pressure, size and anchorage information.The VerifiedBy: A. Lynn Miller, PE 58705
Pas, hr
esi!T u IIwas as not tested for water infiltration. Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party: No
11435.2 11SH-?nn, D Aluminum Single Hung Window(with HD Meeting Rail)
Limits of Use
Certification Agency Certificate
Approved for use-in HVHZ: No
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 -[_'435 S_H_2')0H11D'0,j?,
design pressure,size and anchorage information.
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
R 5 A�
Created by Independent Third Party: No
1435.3 SH-400 Vinyl Single Hung Window
Limits of Use jjCertification Agency Certificate
�L ,_�, ' - r-HIL
Approvedfor use in HVHZ: No 6 SH-400,Ce
Approved for use outside HVHZ:Yes 1a T
Quality Assurance Contract Expiration Date
Impact Resistant:.No 01/21/2017
:Design-Pressure: N/A Installation Instructions
Other: Please see the Installation Instruction s for
design pressure, size and anchorage information. Verified By: A. Lynn Miller_PE 58705
Created by Independent Third Party: No
Evaluation Reports
'16 AE SFI-400
FL1475 R
-Created by Independent Third Party: No
1435:4SH- =lWinGuard-Vinyi-Single Hung Window
JILimits-of.Use
Certification Agency Certificate.
Apprcivedfor.use in HVHZ: No ;YL1435
R16 C CAC 5F}-5C10 Ce i`Catioii R14
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 Instructionsfor FL-1435 R16 11 Sij-soo.
P
clesign.pressure.,size and ancharage-Information. Verified By: A.Lynn Miller,:PE 58705:
-Created by;ndependent Third Party:.No
Evaluation Reports
_L1435 R16' AE -500 E�1112iivavorl�
SH
Created by Independent Third Party: No
Boo 1
SH7:1435.5 IF IlWinGuard'MultistoryAluminum Single Hung Window
jLimits of Use Certification Agency Certificate
!I Approved foruse in HVHZ: No FLi.9435 R1.6 CA`' SH-800 Certifical-jon.lLdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant., No 09/07/2017
http-//vAww.floridabuildinc,.org/�Pr/`��r
ID _app_dtl.aspx?param=wGEVXQwtDqsbCUITKel20Du... 7/1/2015
rlonua Dulluing t.ocle vntlDe Page 3 of 4
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for L.; _33 's e.,i-Lyn
.S.',- ?';;
design pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party:-No
Evaluation Reports.
Created by Independent Third Party: No
1435.6 J�f SH 2100 Vinyl Single Hung Window
Limits of Use Certification Agency Certificate-
Approved for use.in HVHZ: No -==:.??._ S _.:___^s.:`_.._ Em___?'_=.__?._ --
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 "' ``'` "` `>"` ' '
design pressure,size and anchorage information. Verified By:A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
.. ,, r
Created by Independent Third Party: No
1435.7 ^�SH-2200 Vinyl Single Hung Window
S Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No .4.i` _, r':::'" a,.._; ......},_r,> :;i;:<...;,,:,;.
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 seethe Installation Instructions for =1,.=.41--5. _t; ....._.. ,:',> ="
design pressure,size and anchorage information. Verified By.: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
rl.1 ^CI ^..C: ^..`.. .:)3`•".2.'�.:)) r:;r3i it9i.•,'.'i'1,j.:.Fr:
Created by Independent Third-Party: No
1435 81„f'.
ill§ffj_5,4jM%f EnergyVue Vinyl Single Hung Window
Limits of'Use Certification.Agency Certificate
Approved:for use in HVHZ: No
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 "W > _
design pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
Created'by Independent Third Party: No
1435:9 —�SH-5500 WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:.NoL1.4:>c ?? i i Lrt; ii0 Crf:"ira2ti^1 13:11
Approved for,use outside HVHZ:'Yes Quality AssuranceContra ct.Expiration Date
Impact:Resistant:Yes 10/01/2018
Design Pressure: N/A Installation Instructions
Other: Please seethe Installation Instructions for L1 ,„?.':>._
design pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705
-Created.by Independent Third Party: No
Evaluation Reports -
Lrq-35 15 A 'SH--_;5b0 ^+ral alio"%c j_
Created by Independent Third Party.: No
Contact Us::.1940 North-Monroe Street,Tallahassee FL 32399.Phone:850-487-1824'
.. - The:State of Florida is an AA/EEO employer.Cobvrioht 2007-2013 State of Florida..::Privacy Statement;:Accessibility Statement Refund Statement.
.'Under.Fiorida law,emall addresses are.public records.If you do not want your e-mail address:released in;response to�a,public-remrds`request,do"not ..send electronic mail 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,RS.must provide the Department
with an email address if they-have one.The emails provided may'.be used for official communication with the licensee.However email addresses are public .
- .record.If you do:not.wish to supply a personal address,-please::provide the Department with an email.address which can be made,available to the public.
-
To determine if you are a licensee under Chapter 455,F.S.,please click here.
- - Product Approval Accepts:
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param—wGEVXQ A tDgsbCUITKel2ODu... 7/1/2015
MAX.BUCK WIDTH
MAX.BUCK WIDTH SEE TABLE 1
SEE TABLE i 28" MAX.BUCK WIDTH _
..28• .SEE.--MAX-" O C•MAXSEE TABLE 1 2"MAX.
B
12"' MAX. D.SEE --� f-►•-- 4'•MAX,O.C. j-
9,SEE -�.
MAX, O.C. SHEET 3 SHEET 4 L
SHEET 3 A.SEE _
A,SEE t2�— C.SEE(� I
SHEET3 ,,,,,,. SHEE74
SHEET 3I..
- 12"MAX: f
ji7.ear MAX.O.C.- I
17.867"MAX.D.C.MAX.BUCK / �- 4"MAX: MAX,BUCKHEIGHT SEE MAX.BUCK' O'C' HEIGHT SEE
TABLE 1 - HEIGHTSEETABLE 110"MAX.O.C. TABLE 11�'MAX,O.C, — 10-MAX.O.A / A13�x.oc.6-1/2 MAX.13NCHORS AT SILL - - 9-.w NO ANCHORS AT SILL D 2"MAX.
�� i
ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME
ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR.TYP.�FL-ANG.E-FRAME;,,
EQUAL-LITE CONFIGURATION
EQUAL-LITE CONFIGURATION �PROVIEW/O/ORIEL-CONFIGURATION = I
{COTTAGE SSMILAR {SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS}
TABLE 1:
GENERAL.NOTES:SERIES 5400 NON IMPACT RESISTANT Window Buck Size Reinf, Design Pressure Certification
,_ Configuration
VINYL SINGLE HUNG WINDOW Width Height Level (+)psf (-)psi (CAR)Number
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE 40" 63" Equal lite R4 50.0 70.0 190-1022
REQUIREMENTS OF THE FLORIDA BUILDING CODE. _ c36"•z? a62�'' Equal lite SHAPES MAY BE USED BY '
-Y-+, _ INSCRIBING THE SHAPE IN 1
2)ALL W000 BUCKS LESS THAN t-1f2'THICK ARE TO 6E CONSIDERED IX 36" 62" Std.ProView r R4,_ X50 0, = 50 0 190=1027 A BLOCK AND OBTAINING I
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYCustom Sash - - DESIGN PRESSURES FOR
TO SUBSTRATE.WOOD SUCKS DEPICTED AS 2X ARE 1-112- 36". 67-9116"
lZ'THICK OR GREATER. � THAT BLOCK SIZE FROM i
1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 52-1/8" 84" Equal-lite THE TABLE ON THIS SHEET.
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
3)ANCHOR EMBEDMENT TO aASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-1/8" 91-13116" Custom Sash
OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT,INSTALLATION 52-1/8" 84" Equal-cite i
ANCHORS SHOULD at SEALED.OVERALL SEALII=IGIFLASHING 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.. 52-1/8" 91-13/16" Custom Sash .
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 j
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. I
VINYL SH WINDOW FPA(NON-IMPACT) 0 12/13/14
5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE
°!o ' GENERAL NOTES&ELEVATIONS �m J ROSOWSKi
331/3 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS o o - t'•tl r .f- I
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 CERT.OF AUTH.829296
BUILDING CODE FOR CORROSION RESISTANCE. ;= •,'1�1.':)P.,;/.\, "', '�
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 - za .,Y` MILLER,
t
Y - " ,u. A.LYNN MILLER,P.E. I
(941)-480-1600_ SH-540D NTS h 1 OF 4 �,z° FPA-5400.0 s P,EA 58705
i
,i
TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
Min..Ktige Min. Min.Edge- Min.
Anchor: Substrate D111 nae Embedment Anchor Substrate Distance Embedment
#fOSMS. PT.S
(steel,18 8 S,S ti cu_:.Steel,
73/6 0.050' 112"MaX.DO o 50.0 n
-0.55) 2- alt
P.T.Sbulhom Pine(S6=.55) 9/16" 2-7/16"
or 410 S.S,) : Steel Stud,A651 Gc 33 -,, 318" 0,0348"(20 Ga.) 2-112"x.131"Ring-shank Nail F.T,Southern Pine(SG=.55). 9116" 2-7116"
Max.DP of 50.0 Aluminumc 6063+T5', 3/8" 0.0713" 14 Ga.) 2-1f2"x.145"Rooting Naii P.T.Southern Pine(SG=55) 9716" 2-7116"
#12 SMS P.T.Souphem,Pine(SG=0.55)' 9116",, 1.318" P,T.Southern Pine(SG=.55) 3/4" 1-318"
steel,168 S:S Steel,A38 3t6 . . 0.050 #10 SMS ( }
{ Steel Stud,A1353 Gr.33. , 3/8 . 0.0348"50'Ga.) (steel,te-a S.S. Aluminum,6063-T5 We, 0.0713^ 14 Ga.
or 410 S.&) ar d10 S.S.)° Steel Stud,Gr.33 3/8". 0.0346"(20 Ga.)
-
Aluminum,606345 3/8' 0.0713 14 Ga. 0.0 1.
3/18 Ultfa,—- P T:Southern Pine(SG=0 55) 7118 1.318
Sleet,A36 . 318"
(Steel) gCQnhcWe:(mIn;-iZ85,ksI)i�.,^,st% 1" 4.v., ,v.:--1-3dB' j;;, WINDOW SHAPES AS SHOWN BELOW OR
lNax 1p of-5V-q Ungrafted CMU,(ASTM C-90) 2-1/2 14/47 ANCHOR NOTES SIMILAR,MAY BE USED BY INSCRIBING THE
P:T:Sou)hem Pine(81314.56). 1" 1 3/B. GE-7700 OR SHAPE IN A BLOCK AND OBTAINING DESIGN
i)'UNGROUTED CMU'VALUES MAY DOW-76S PRESSURES AND ANCHORAGE FOR THAT BLOCK
114 Ulttacon Conbrete(min,2.65?ksi). 1° 1 /d"; SIZE FROM THE TABLE ON SHEET 1,
Seel) Un uled CMU, STM C-90 2-1/2:'.,- 1-114" BE USED FOR GROUTED CMU SILICONE
( 9!'c ) APPLICATIONS: - ..
Concrete.(min.2.85kst 2-1/2"-. 1,V4" .. ss
- Q 112"NOM.GLA —�- WipTH (�-- -+{ WIDTH 1-_
F.T.Southem Pine(SG=0.55) _1 j 3J$" 2)PANHEAD,FLATHEAD OR EXTERIOR BITE TYP: f(
1/4"CrateAix Concrete.(min.3.35ksi) 1" ' 1 3/4'' HEXHEAD ARE ACCEPTABLE.
(410 S.S.) Ungmuted CMU,(ASTM C�90) 2402" 11-1147 3)ANCHOR LENGTH TO BE SO THAT
Concrete min.3,35:kst 2-1/2" f14 A MIN.OF 3 THREADS EXTEND w
BEYOND THE METAL SUBSTRATE. - In = __In L9
Concrete(min.3.275 ksl) 1-1/2" we" TYP. GLAZING DETAIL / (9 W
F1114-Aggre hIr w x
P.T.Southern Pine(SG=0.55) 1"
Un rduled CMU; ASTM C-90) T
RAOIUSTOP ARCM0P
(EQUAL-1.11 SHOWN) (PROVIEW/ORIEL SHOWN)
314"NOM. 3!4"NOM. �+-- J!e"NOM. .�-+— —,—( 710"NOM. �^+=
1/8"ANNEALED OR 3/16"ANNEALED OR i i I
TEMPERED GLASS w TEMPERED GLASS 5/16"A/A PVB 5116"AIA PVB
1/2"AIR SPACE 3/8"AIR SPACE 7116"AIR SPACE 318"AIR SPACE--
118"ANNEALED t?R''.. 3116"ANNEALED DR 1 J8"ANNEALED OR 3116"ANNEALED OR _
TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS
DuRASEAL' DURASEAL, DURASEAL, DURASEAL,
SUPERSPACER: SUPERSPACER jq SUPERSPACER / SUPERSPACEROR CARDINAL—F� OR CARDINAL OR CARDINAL OR CARDINAL u
XL EDGE XL EDGE XL EDGE XL EDGE i
GLAZING TYPES
TABLE 4:REINFORCEMENT TYPES
ll�Jl UUU
Reinforcement REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C
Up*Ute Lower Lite .
Level Bottom Bottom Side v
To Rnii VINYL SH WINDOW FPA(NON-IMPACT) 12/13114
Rail--. p Rail Rails
R1 B A A. A o GLASS/ANCHOR OPTIONS pm J R08OWSKI
R2 c A, :-A n ® n
R4 B A' A, N/A. CERT.OF AUTH:#29296 N N4 )
1070 TECHNOL*yOGY DRIVE
N.VENICE,FL 3427x7 - ¢ d A LYNN MILLER,P:E. i
Pv8 INTERLAYER MANUFACTURED BY DUPONT INC:(AKA KURARAY AMERICA,INC.) (941)•480-1600 SH-5400 U' NTS � 2 OF 4 n$ FPA-5400.0 a z P E a 58705 j
.. . . . . K
.,. - -=►�-, EDGE DISTANCE
SHOWN' r9G T... ,, •"
'INSTALLED
THROUGH 1X .
... -BUCkSTRIP .` EMBEDMENT -
SHON
.: FRAME .-'-%;." -- - - tNBTAIIEfl .. ..
r.
FLANGE
SHOWN
INSTALLED
SHOWN. DIRECTLY TO THROUGH IX EMBEDMENT
SUBSTRATE
EMBEDMENT, BUCKSTRIP
1 '
s�NE
TDISTANCE
E
DISTANCE
OPT.BASH TOP ,% /% IJL_JLJ — �'\ %i i EDGE
LIFT RAILEXTERIOR I i ;DISTANCE .
RAf6,
FRAME FLANGE f' - !ELEG
.0.
SHOWN - BUCK WIDTH I FRAME
HORIZONTAL SECTION A-A show
BUCK -
. HEIGHT
INSTALLATION NOTES:
EXTERIOR „ _ 1)SEE SHEET 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
ONLY AND MAY DIFFER TO MEET DESIGN
OPT-SASH' -'�FLANGE REQUIREMENTS.
BOTTOM LIFT - 5)FIN ANWOR FLANGE MAY BE REMOVED TO CREATE i
.... HANDLE/LOCK OTHER FRAME TYPES. 1
LEG .. ..
FRAME INSTALLATiONTHROUGH EXTERIOR -
- SHOWN THE FRAME,INTO METAL
NO ANCHORS
REQUIRED IN
FLANGE OR °VINYL SH WINDOW FPA(NON-IMPACT) 4 12/13/14 1
/ EQUAL-LEG
T FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI CtG Cg��s f
FRAME SILLS
- ^u i i r
VERTICAL SECTION B3 B CERT.OF RUTH.#29296 ? rv6
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 - !
i A LYNN MILLER P E.
o z FPA-5400.0 x z°
N SH S H P.E,#_50705.
(941)-480-1600 -5400 NT 3 OF 4
e - mP
�+ EDGE DISTANCE •SHOWN INSTALLED - SHOWN INSTALLED,' ..
:SHOWNINSTALLED _ THROUGH THE - - THROUGH THE ,.
INTEGRAL FIN
THROUGH THE _ FRAME . .
. FRAME ..
.. _....r� EMBEDMENT EDGE pISTANCE I-�--
J-CHANNEL, ``.. EMBEDMENT:
" FRAME �(`t
. SHOWN
�I� I ---:
EMBEDMENT
- . DISTANCE
OPT.SASH
TOP
CtFT RAIL {I'�n�II7(I� j ----.---' EXTERIOR.
C' IOCJC.J� FIN
I
.. - • H
BUC
FRAME SHOWN
j
J-CHANNEL —� -----.. `I !
FRAME r K WIOT f I
SHOWN
1
° HORIZONTAL SECTION C-C
INSTALLATION NOTES: 1
HEIGHT O - i)SEE SHEET 1 FOR SPACING
U; REQUIREMENTS, "
2)SEE TABLE(S)ON SHEET 2 FOR
' ANCHORAGE AND SUBSTRATE '
REQUIREMENTS. _
3)MAX.SHIM THICKNESS TO BE 914 I-
EXTERIOR .'� �--+ILS-•� ` 0C 4)GLASS SHOWN IS FOR ILLUSTRATIVE
PURPOSES ONLY AND MAY DIFFER TO _ s
U MEET DESIGN REQUIREMENTS.'
5)FIN AND/OR FLANGE MAY BE REMOVED i.
O� TO CREATE OTHER FRAME TYPES.
OAT.SASH
FIN. BOTTOM LIFT ���_ fff -
tL0
FRAME --
,. .. HAN I €XTt1R
OLE CK (!�
' .SHOWN, EXTERIOR. FIN
. .. �('��� FRAME
V. . SHOWN SHOWN
INSTALLATION THROUGH. INSTALLATION THROUGH THE
Q�0 THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL
c
. SHOWN -
.. • �� ' EDGE
INSTALLED ' DISTANCE _ J- 1
TH7HEQH - VINYL SH WINDOW FPA(NON-IMPACT) 12/13/14
' -INTEGRAL FIN EDGESTANCE 1111E 4 J-CHANNEL&INTEGRAL FIN FRAMES �- J ROSOWSKI
-� i
�- EMBEDMENT � ® � � -v ,,.. .
CERT:OF AUTti.#29296
VERTICAL SECTION D-D 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 -
941 =480-1800 SH-5400 n NTS 4 dF 4 =z FPA-5400,0 ° A.LYNN MILLER.P.E.
( ) P,E11 b@705
F
NFRC Report
,:..
Quote# 178176
PO Number:
Job Name:
www.pgtindustries.com Job Address:
Line# Item Description 'Quantity Location
0001 SH5400 VINYL SINGLE HUNG 5400 Ordered.
:(1.00) 36.X57.X.,STD,5/8"FL,W,EQUAL,IG,CL,ARG,SB 70XL,NO 1.00
?GRID,AUTO,1816K,Duraseal,CMFRT LFT HNDL PO Number:
Certification Type:AAMAA440 � Package Selection:NONE
Frame Type:.625FLANGE i Vent Configuration:EQUAL
Window Style:STD Size Selection:CUSTOM
Size Ref:ACTUAL Width:36.0000
Height:57.0000 Actual Size:36 X 57
Rough Masonry: 37 3/4 X 58 J Wood Frame:36 1/4 X 57 1/4
Egress:31 3/4 X 23 7/8(5.257 SQFT) Frame Color:White
Does unit need to meet Turtle Code:NO Glass Family: Insulating
Glass:3/4"IG(1/8 AN-1/2 ARG-1/8 AN) 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 Negative Design Pressure:50.0000
PANumber:FL 1435 EnergyStar:1234.0000
Condensation Resistance:57.0000 UFS 0:3000"°
SolarH6dfG C0F VT:0.4900
VTCOG:0.6400.
Print Date 7/2/2015
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