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NFRC Report
Sales Order# 156019
PO Number: McDonald
Job Name: McDonald
www.pgtindustries.com Job Address:
Line# ; Item Description Quantity Location
._......., __.._ _. . .... ............ ...
0001 1 HR5510 VINYL HORIZONTAL ROLLER 5510 Ordered:
(1.00) €70.5X43.5,518"FL,W,7/8 LIG,CL,ARG,SB 70XL,NO 1.00
'GRID,X0,1816K,SWEEP,DURASEAL,.,.x.
Certification Type:AAMAA440 Package Selection NONE
Frame Type:.625FLANGE Unit Configuration:XO
Size Selection:CUSTOM Size Ref:ACTUAL
Width:70 1/2 Height:43 1/2
Actual Size:70 1/2 X 43 1/2 ` Rough Masonry Opening:72 1/4 X 44 1/2
Wood Frame Opening:70 3/4 X 43 3/4 Egress Opening:30 15/16 X 38 9/16(8.286 SQFT)
- - — 3 Frame Color:White Does unit need to meet Turtle Code:NO
Glass Family:Laminated Insulating Glass Type:1/8"-5/16"
-•
I nterlayer Type:PVB090 Argon Gas:ARGON
Glass Makeup:LIA207AA5 Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN
I Glass Color:CLEAR Low E:ENERGY SHIELD MAX
I Privacy Glass:NONE Glass Spacer Type:DS
Grid Type:NO Grid Screen Type:1816 Charcoal
Screen Frame Type:ROLLFORM Boxing Options:None
Vent Latch:N Type Lock:Sweep Latch
Decralite:N Window Opening Control Device:N
CARM 190-292/1048 PositiveDesignPressure:50.0000
NegativeDesignPressure:50.0000 PANumber:FL 1844
EnergyStar:123.0000 CondensationResistance:57.0000
i UF:0.3000 SolarHeatGainCoeff:0.2100
VT:0.4700 VTCOG:0.6300
...... ..............._............_._._ .......................__ ... .. ..... ._.... .._... .............. ........._-
PO Number:
Print Date 5/12/2016
Page 1 of 1
http://ww2.exoquote.com/exoquote2/Reporting/(S(ogognuupqOlrnblx 1 sOdtrgx))/ExoRepor... 5/12/2016
Florida Building Code Online Page 1 of 3
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Holita v2'prtni,entl BCIS Home Log In i User Registration i Hot Topics ( Submit Surcharge k Stats&Facts Publications FBC Staff f BCIS Site Map , Links Search i
Businesco,
OUoSER:.h Product
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Approval
Recula iorf
I~ Product Approval Menu>Product or Application Search>Application List>Application Detail
z4 FL#
1`L1844-1121
Application Type n
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 a
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice,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
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Urich,PE
V.' Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2005
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E-1886 2005
ASTM E-1996 2012
ASTM E-283 2004
ASTM E-330 2002
Equivalence of Product Standards
Certified By
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsGsvRHsb6 W7... 5/12/2016
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option A
Date Submitted 11/17/2015
Date Validated 11/18/2015
Date Pending FBC Approval
Date Approved 11/19/2015
Summary of Products
FL# Model,Number or Name Description
1844.1 HR-210 Aluminum Horizontal Roller Window with Slip-On Nailing Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FLIS44 R21 C CAC Certifications 210.0
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/10/2018
Design Pressure:N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1844 R21 II FIR-210.pdf
pressure,size and anchorage information. Verified By:A. Lynn Miller, PE 58705
Created by Independent Third Party: No
Evaluation Reports
FL1844 R21 AE HR-210 Evaluation. df
Created by Independent Third Party: No
1844.2 HR-410 Vinyl Horizontal Sliding Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1844 R21 C CAC Certifications 410.0
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/17/2017
Design Pressure: N/A Installation Instructions
Other:Please see the Installation Instructions for design FL1844 R21 II HR-410.pdf
pressure,size and anchorage information. Verified By: A. Lynn Miller,PE 58705
Created by Independent Third Party: No
Evaluation Reports
FL1844 R21 AE HR-410f
Created by Independent Third Party: No
1844.3 HR-510 WinGuard Vinyl Horizontal Sliding Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1844 R21 C CAC HR-510 Certification cc.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 07/02/2016
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design FLIS44 R21 II HR-510.1)df
pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL1844 R21 AE HR-510 Evaluation.pdf
Created by Independent Third Party: No
1844.4 HR-2710 Premiere Vinyl Horizontal Roller
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1844 R21 C CAC HR-2710 Certifications e.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 07/18/2016
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design FL1844 R21 II HR-2710.pdf
pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705
Created by Independent Third Party: No
Evaluation Reports
FL1844 R21 AE HR-2710 Evaluation.pdf
Created by Independent Third Party: No
1844.5 HR-2810 Premiere Vinyl Horizontal Roller
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1844 R21 C CAC HR-2810 Certifications d.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 07/18/2016
Design Pressure:N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1844 R21 II HR-2810.Ddf
pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E.58705
Created by Independent Third Party: No
Evaluation Reports
FL1844 R21 AE HR-2810 Evaluation.odf
Created by Independent Third Party: No
1844.6 HR-5410 EnergyVue Vinyl Horizontal Roller
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsGsvRHsb6 W7... 5/12/2016
Florida Building Code Online Page 3 of 3
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1844 R21 C CAC Certification 5410 HR.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/11/2018
Design Pressure:N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1844 R21 II HR-5410.odf
pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party: No
Evaluation Reports
FL1844 R21 AE HR-5410 Evaluation.Ddf
Created by Independent Third Party: No
LHR-51844.7
510 WinGuard Vinyl Horizontal Roller
of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1844 R21 C CAC Certification 5510 HR.udf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/11/2018
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1844 R21 1I HR-5510.1)df
pressure,size and anchorage information. Verified By: A.Lynn Miller, P.E.58705
Created by Independent Third Party: No
Evaluation Reports
FL1844 R21 AE HR-5510 EvalUation.Ddf
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.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mall.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 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:
..,8 FOR] tt.
SC'CUrlt SftTfl.lC.S
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsGsvRHsb6 W7... 5/12/201 6
2 ANCHORS @ 8-MAX.O.C.IF THE WINDOW BUCK HEIGHT IS 63"OR LESS.
4 ANCHORS @ 4"MAX.O.C.IF THE WINDOW BUCK HEIGHT IS OVER 63".
19"MAX.O.C.IF THE WINDOW BUCK HEIGHT IS 63'OR LESS. MAX.BUCK WIDTH SEE TABLE 1 '
14"MAX.O.C.IF THE WINDOW BUCK HEIGHT IS OVER 83". g^ I
18.94'
12.53' O.C.
MAX.BUCK WIDTH MAX.O.C.
SHEET r. —
B.SEE SEE TABLE 1 MAX.BUCK WIDTH SEE TABLE 1 SHEET B.SEE MAX.O.0
D,SEE SHEET 4
4'
i O.C. _ 15.66' 1
MAX I
O.0
3 . I
MAX.BUCK
MAX.BUCK '
HEIGHT SEE MAX.BUCK HEIGHT SEE
TABLE 1 HEIGHT SEE TABLE 1
TABLE1 r — i
j
A.SEE A C,SEE C
A,SEE A I
SHEET X ISHEETI X O SHEET x O X 1-
8'MAX. I,-�— `—B J MAX. —+{ �+— 4- D 8'MAX. —� �•+— B 8^MAX. j
8'MAX. MAX.O.C. 2.718-MAX.
12.314"MAX.O.C.
NATION FORTY EQUAL LEELEVATION FOR TYP.EQUAL LEG/BOX
G/BO ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME,
&FLANGE FRAME, XO CONFIGURATION,OX&XOX SIMILAR &FLANGE FRAME XOX CONFIGURATION !
XO CONFIGURATION,OX SIMILAR MAX.SASH WIDTH=30.36' i
MAX FIXED LITE(BUCK WIDTH-12 X SASH WIDTH))=59.28'
TABLE 1:
Window Buck Size Rainf. Design Pressure Glass Certification
Configuration
GENERAL NOTES:SERIES 5510 IMPACT RESISTANT, Width Height Level (+)psf (-)psf Types (CAR)Number
VINYL HORIZONTAL ROLLER 75" 63" XO/OX R3 50.0 50.0 5.8 190-292,1048
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE 75" 63" M7/OX R4 60.0 60.0 5 190-290,1074
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
75" 63" XO/OX R4 65.0 70.0 5-8 190-291,1047
2)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 75' 77' )a/OX R4 50.0 500 5� 190-2891046 f
1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS . , [
INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X 120" 63" MSX(1/4-1/2-1/4)
ARE 1-112'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL R3 45.0 45.0 5 190.297,1053
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. 97' 63" XDX(1/3-1/3-1/3) i
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE 120, 63" MSX(1/4-1/2-1/4)
ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). R3 50.0 50.0 5.8 190-296,1054
97' 83" XOX(1!3.1!3-1/3) j
3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL (", 63MJX 1/41/2-1/4 E
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. 120 ) R4 65.0 65.0 7 190-295,1061
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL 92" 63" XDX(1/3-1/3-1/3)
SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF 4
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE 1.10' 63" M:jX(114-1/2-1/ ) R4 65.0 70.0 7&8 190-296,1052
OF THESE INSTRUCTIONS. 92" 63" MX(113-1/3-1/3) �,`` ,vy,f% ,,•„��i�.
4)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE SEE SHEET 2 FOR GLASS TYPES
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE �'•ii""� ..yt; 6
OF TRANSFERRING APPLIED LOADS.WOOD BUCKS.BY OTHERS,MUST t
BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY
THE WINDOW. a` VINYL HR WINDOW FPA(IMP:RESIST.) c 12/13/14
5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST " GENERAL NOTES&ELEVATIONS om'` J ROSOWSKI -'•' `/` (o,,(`°,�.� '�= j
THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN o` o
PRESSURE.THE 33.113%STRESS INCREASE HAS NOT BEEN USED IN THE ® '(l,'•. �� I
DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED
FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME CERT.OF AUTH.!129298 rc �� _
INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE `,`
REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION 1070 TECHNOLOGY DRIVE �o �•
RESISTANCE. N.VENICE,FL 34275v v A LYNN MILLER,P.E.
(941)-480-1600 11" HR-5510 � NTS 1 OF 4 o z° FPA-5510.0 n z° P.E.a 58705 i
E
TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN !
Anchor SubstrateMin.Edge Min. Anchor Substrate Min.Edge Min.
Distance Embedment Distance Embedment
#10 SMS P.T.Sou em Pine(SG 0.55) 7116" 13f8" 2-112'x.131"Common Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16"
(steel,18.8 S.S. Steel,A36 3/8" 0.05(" Max.DP of 50.0
or 410 S.S.) Steel Stud,A653 Gr.33 3/8" 0.034W'(20 Ga.) 2-1/2"x.131"Ring-shank Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16"
Max.DP of 50.0 Aluminum,6063-T5 318" 0.0713" 14 Ga. 2-1/2"x.145"Roofing Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16'
I
#12 SMS P.T.Southern Pine(SG--0.55) 9116" 1'/6' P.T.Soulhem Pine(SG=.55) 314" 1.3/8'
Steel,A36 318" 0.050" #10 SMS Aluminum,6063-T5 3/8" 0.0713"(14 Ga.) !
(steel,18-8 S.S. Steel Stud,A653 Gr.33 3/8" 0.0348"(20 Ga.) (steel,18-8 S.S. Steel Stud,Gr.33 3/8" 0.0346"(20 Ga.)
or 410 S.S.) Aluminum,6063-T5 3/8" 0.0713" 14 Ga. or 410 S.S.)
Steel,A36 3/e" 0.050"
3116"Ultracon P.T.Southern Pine(SG=0.55) 7116" 1-16"
(steel) Concrete(min.2.85 ksi) 1" 1'18"
i
Max.DP of 50.0 Un routed CMU, STM 0430) 2-1/7' 1-1/4" ANCHOR NOTES:
P.T.Soulhem Pine(SG=0.55) 1" 13/8" I�l
1/4"Ultreoon Concrete(min.285 ksi) 1" 13/4" 1)"UNGROUTED CMU'VALUES MAY 0 LI I
BE USED FOR GROUTED CMU TABLE 4:REINFORCEMENT TYPES REINFORCENT TYPE B
(Steel)
Ungmuted CMU,(ASTM C.90) 2-1/2" 1-1/4" APPLICATIONS.
Concrete(min.2.85 ksi) 2-1/2" 1,314" Reinforcement
P.T.Southern Pine(SG--0.55) 1" 1318" 2)PANHEAD,FLATHEAD OR Vent Meeting
HEXHEAD ARE ACCEPTABLE. Le Vel
114"Crete-Flex Concrete(min.3.35 ksi) t" 1I14" (4 sides) Rail
(410 S.S.) Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 3)ANCHOR LENGTH TO BE SO THAT R3 B
Concrete min.3.35 ksi 2-1/2" 13/4" A MIN.OF 3 THREADS EXTEND t J
Concrete(min.3.275 ksi) 1-1/2" BEYOND THE METAL SUBSTRATE. R4 C F 1
1/4"Aggre-Gator P T.Southern Pine(SG=0.55) 1" 1�I6" REINFORCENT TYPE C
(18A S.S.) Un routed CMU, ASTM C.90 7' 1-1/4"
718'NOM. —►{ 716"NOW 7/8'NOM. 7/8'NOW
REINFORCENT TYPE E
ITF VITY
5/16"A/A PVB— 5/16"A(A PVB 5/16"AIA PVB 5/16'A/A PVB
7/16"AIR SPACE 7/16"AIR SPACE 3/8'AIR SPACE 3/8"AIR SPACE - rnl i
118"ANNEALED 1/8"TEMPERED 3116"ANNEALED 3/16'TEMPERED j
GLASS GLASS GLASS GLASS
DURASEAL, DURASEAL, • DURASEAL, DURASEAL, REINFORCENT TYPE F
SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER
OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL
XL EDGE XL EDGE XL EDGE XL EDGE
GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8
i
GE-7700 OR `..•: I I'% '.,
DOW-791 PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA.INC.)
SILICONE
Q 112"NOM.GLASS ;_ VINYL HR WINDOW FPA(IMP:RESIST.) 0 12/13/14
EXTERIOR SITE TYP. M--
o GLASS/ANCHOR OPTIONS Sm JROSOWSKI (� IS
_ _ --J <
1070 TECHNOLOGY DRIVE > g
TYP.GLAZING DETAIL N.VENICE,FL 34275 - I
(941}480-1600 d H R-55101"1 NTS 1 2 OF 4 V'z° FPA-5510.0 z A L p E.rl fig OS P E
EDGE DISTANCE -
_ f
I
EMBEDMENT
FLANGE
ME T O INSTALLATION '— SASH WIDTH ---'- -f SHOWN
INSTALLED
F
_ THROUGH THE I THROUGHIX EMBEDMENT
SHOWN _ FRAME,INTO BUCKSTRIP
n � I METAL
a❑V OPERABLE EDGE
SASH o _ �i� � � DISTANCE
FL IXETED
�
FIXED Iir
LITE
SUB
G
FLANGE _ EXTERIOR EQUAL
FRAME I LE
SHOWN 1 FRAME
BUCK / i - - - B - 'SHOWN
HEIGHT EXTERIOR 1 ORIZONTAL SECTION A-A_XO
OPERABLE (OX&XOX SIMILAR)
SASH
I (1
I
INSTALLATION NOTES:
1 < 1)SEE SHEET 1 FOR SPACING REQUIREMENTS.
I 2)SEE TABLE(S) SHEET 2 FOR ANCHORAGE AND
�
SUBSTRATE REQUIREMENTS.
3)MAX.SHIM THICKNESS TO BE 114'.
/r —) 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES
ONLY AND MAY DIFFER TO MEET DESIGN
/ SHOWN REQUIREMENTS.
INSTALLED 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE
' DIRECTLY TO OTHER FRAME TYPES.
r1 SUBSTRATE
EQUALLE
FRAME
SHOWN EMBEDMENT
= VINYL HR WINDOW FPA(IMP:RESIST.) g 12/13/14
`
FLANGE&EQUAL-LEG/BOX FRAMES oa J ROSOWSKI 6.���IF
EDGE DISTANCE
VERTICAL SECTION B-B ® m
CERT.OF AUTH.#29296
1070 TECHNOLOGY DRIVE a
moo° i
N.VENICE,FL 34275 A.LYNN MILLER,P.E.
(941)-480-1600 HR-5510 � NTS 3 OF 4 z FPA-5510,0 i z P.E.A 58705
s.+
- EMBEDMENT 1
EDGE
J-CHANNEL _���-�DISTANCE
FRAME SHOWN _ T
i
iZ`- -__-- ---
SASH WIDTH EDGE DISTANCE -�
CD i
OPERABLE I (I
SASH
INSTALLATION
THROUGH THE
O INTEGRAL FIN, II Q� - I� EMBEDMENT
INTO METAL JJ 1 I I J
VJ FIXED
LITE o
FIXED Alil 1
LITE
I uv ;f
J-CHANNEL - _- �.JL INTFN L
FRAME 0 FRAME
SHOWN � .�-' EXTERIOR y
SHOWN
HEIGHT -- BUCK WIDTH -- -
EXTERIOR
OPERABLE HORIZONTAL SECTION_C-C XO
SASH (OX&XOX SIMILAR)
OINSTALLATION NOTES:
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
FIXED 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES
ONLY AND MAY DIFFER TO MEET DESIGN
LITEREQUIREMENTS.
F7r I `! ��, 5)U OTFINHER
AND/OR FLANGE MAY BE REMOVED TO CREATE
R FRAME TYPES.
FIN -_�
FRAME OnD o
SHOWN EXTERIOR
INTEGRAL - INSTALLATION THROUGH
FIN —� CJ THE FRAME,INTO METAL
FRAME EDGE DISTANCE •. ?! !
SHOWN y (JAMB SHOWN,HEAD&
�-- (- SILL SIMILAR) -
--'I EMBEDMENT
VINYL HR WINDOW FPA(IMP.-RESIST.) 0 12/13/14 =
VERTICAL SECTION D-D o J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI - o
CERT.OF AUTH.#29296 z`a .,/•'L^":+,. ,�`•,
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 4' I
HR-5510 r NTS " 4 OF 4 o z FPA-5510.0 A.LYNN MILLER,P.E.
(941)-480-1600 P.E.4 58705