HomeMy WebLinkAboutPRODUCT APPROVAL6/21/2019
Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 01/09/2018
Date Validated 01/10/2018
Date Pending
BC Approval SCANNED
Date roved 01/17/2018
Summaryof Products St. LUC$COun
ty
FL # Model, Number or Name Description
14605.1 Series 600 Non -Impact Aluminum Series 600 Non -Impact Aluminum SGD
SGD
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +60.01-60.0
Other: Maximum 3 Panel, Multi -Track, Bypass
Certification Agency Certificate
FL14605 R7 C CAC NI006120.01-R2-signe ff
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL14605 R7 II 08-02675 pdf
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14605 R7 AE 513450.pdf
Created by Independent Third Party: Yes
14605.2 SGD Series 600 Non -Impact Aluminum Series 600 Non -Impact Aluminum SGD
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +80.0/-80.0
Other: Maximum 4 Panel, Multi -Track, Bypass
Certification Agency Certificate
FL14605 R7 C CAC NI006119.01-R2-sicned.odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL14605 R7 II 08-02691 pdf
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14605 R7 AE 513466.pdj
Created by Independent Third Party: Yes
14605.3
Series 623 Impact Vinyl SGD
Series 623 Impact Vinyl SGD
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL14605 R7 C CAC NI011134-Rl.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
05/31/2021
Design Pressure: +50.0/-50.0
Installation Instructions
Other: Maximum Size: 144" x 96" 3 Panel Bypass, 2-Track.
FL14605 R7 II 08-01671A odf
FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK
Verified By: Luis R. Lomas, P.E. 62514
NORTH AMERICA AAMA CERTIFIED (DEP-1)
Created by Independent Third Party: Yes
Evaluation Reports
FL14605 R7 AE 512351A odf
Created by Independent Third Party: Yes
114605.4 1 Series 623 Impact Vinyl SGD I Series 623 Impact Vinyl SGD
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14605 R7 C CAC NI011134 01-R3 odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 05/31/2021
Design Pressure: +50.0/-50.0 Installation Instructions
Other: Maximum Size: 192" x 96" 4 Panel Bypass, 2- FL14605 R7 II 08-01670A pdf
Track.FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK Verified By: Luis R. Lmas, P.E. 62514
NORTH AMERICA AAMA CERTIFIED (DEP-1) Created by Independent Third Party: Yes
Evaluation Reports
FL14605 R7 AE 512350A.pdf
Created by Independent Third Party: Yes
14605.5 j ISeries 623 Non -Impact Vinyl SGD Series 623 Non -Impact Vinyl SGD
Limits of Us Certification Agency Certificate
-Appiciaveirflor use in HVHZ: No FL14605 R7 C CAC NI013134 02-RS.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/30/2021
Design Pressure: +50.0/-50.0 Installation Instructions
Other: Maximum Size: 144" x 96" 3 Panel Bypass, 2-Track. FL14605 R7 II 08-01673A.pdf
FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK Verified By: Luis R. Lomas, P.E. 62514
NORTH AMERICA AAMA CERTIFIED (DEP-1) Created by Independent Third Party: Yes
Evaluation Reports
htipsJ/foridabuilding.org/prlpr app_d0.aspx?param--vGEVXQwtDgsw8ZVNfeBA7UJNIxUeoVLg6lDECgDGimitsFEjetAkvg%3d%3d 2/5
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD.
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
5. FRAME MATERIAL: EXTRUDED RIGID PVC.
6. UNITS MUST BE GLAZED PER ASTM E13DO-04, WITH SAFETY GLAZING,
7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. FOR NAILING FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS
OR EQUIVALENT WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2' MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
10. FOR FRAME INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD SCREWS OR
EQUIVALENT WITH SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
11. FOR FRAME INSTALLATION INTO MASONRY/CONCRETE USE 1/4" TAPCONS OR EQUIVALENT
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE
WITH 2 1/2" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
12. FOR FRAME INSTALLATION INTO METAL STRUCTURE USE #12 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
13. ALL FASTENERS TO BE CORROSION RESISTANT.
TABLE OF CONTENTS
SHEET NO.DESCRIPTION
NOTES
2 NAIL FIN ELEVATION
3 FLANGE ELEVATION
— 6 INSTALLATION DETAILS
REV OS
DEWRIPWN WE MPR%'ED
REVISED INSTPLIATION DETAILS 06/PP/15 R.L
14, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8' THICK MINIMUM
15. APPROVED CONFIGURATIONS: OX, XO, OXO
I SERIES 623 VINYL SLIDING GLASS DOOR I
144" x 96" NON —IMPACT
NOTES
R.L. I
08-016
XAa NTS — 07/13/12 sxEEi73
1 OF 6
SIGNED: 06/2312015
6" MAX
144" MAX FRAME WIDTH
14' MAX O.0 -{
6" MAX
93
IAX MAX
AMXAME PANEL
IGTH HEIGHT
1/4-
6" MAX
T
14" MA)
6" MAX
48 1/2" MAX
XIV LL YYIU III
SERIES 623 VINYL SGD
EXTERIOR VIEWNAIL FINJNSTALLATTON
DESIGN PRESSURE RATING IMPACTRATING
350PSF NONE
O.C.
REVISIONS
FEV I DESCRInWJ 0.01E/l5 gPPROVFD '
A I REVISED INSTALLATION DETAILS O6/22R.L.
iwswv "mm
I SERIES 623 VINYL SLIDING GLASS DOOR I
144" X 96" NDN—IMPACT
NAIL FIN ELEVATION
08-01673
SIGNED: O6/23/2015
FI
HI
144" MAX FRAME WIDTH
6" MAX
f^ F--1- 8 1/2" MAX O.0 -{
6" MAX
6" MAX
I6" 93
IA% MAX
'AME PANEL
1/4"
O
\ /
�(
/ \
O
14" MA:
IGTH HEIGTH
6" MAX
SERIES 623 VINYL SGD
EXTERIOR VIEW FLANGE INSTALLATION
DESIGN PRESSURERATING IMPACTRATING
350PSF NONE
O.0
REVISNXS
REV DFSCRIPIION 601E MPRPYm
A REVISED INSTALIATION DETAILS 06/22/16 R.L.
Eastern -:
SERIES 623 VINYL SLIDING GLASS DOOR
144" x 96" NON -IMPACT
FLANGE ELEVATION
R.L. 08-01673
NTS D" 07/13/12 -3 OF 6
SIGNED: 06/23/2015
WOOD FRAMING
OR 2X BUCK
BY OTHERS
APPROVED
r
SEALANT
a
#12 WOOD
❑
SCREW
O
EXTERIOR
#12 WOOD
SCREW
APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
9/16" MIN.
EDGE DISTANCE
METAL
/ , STRUCTURE
EMB DMENT BY OTHERS
APPROVED
MAX. SEALANT
SHIM
SPACE
. 1
III -I III
II ��II
Ali
In
IT'fiIM
9/16" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINTSEALANT SYOTHERS TO BE
DESIGNED INACCORDANCE WITHASTM E2112
'/a" u...
REVISIONS
—�I REV DESCRIWION OAIE 7ROVED
A REVISED INSTALLATION DETAILS 06/22/15 R.L.
MAX.
SHIM MAX.
SPACE � SHIMHIM SPACE
o�
/8" MIN.
EDGE DISTANCE
D INTERIOR
`#12 EMS OR #12 EMS OR
SELF DRILLING
SELF DRILLING SCREWS ❑ �❑
SCREW Y IOIIYI, f
METAL d o
STRUCTURE
BY OTHERS
EXTERIOR
APPROVED JAMB INSTALLATION DETAIL
INTERIOR SEALANT METAL STRUCTURE INSTALLATION
1 5/8" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
9/16" MIN.
EDGE DISTANCE INTERIOR
I Bo
METAL 7/8" MIN.
STRUCTURE EDGE DISTANCE
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
- #12 EMS OR
SELF DRILLING
SCREW
1/q'
#12 WOOD
SCREW
MAX.
_E SHIM
WOOD FRAMING
y� SPACE OR 2X BUCK EXTERIOR
L� BY OTHERS
6M' APPROVD JAMB INSTALLATION DETAIL
SEALANT WOOD FOAMING OR2XBUCKINSTALLATION
SIGNED; 0612312015
WSIG EasternNUF.k.
F.nE F RMM912
~•SERIES 'GLASS
—*+•{/l/k �'Io51
623 VINYL SLIDING DOOR
144" x 96" NON -IMPACT
_y'
INSTALLATION DETAILSO••
Sa,
TAT OFDMW
R.L.N:
DwD No. 08-01673
1
2 1/2" MIN. .-.I Rensous
EDGE DISTANCE qEV pESCRIP110N DME APPROVED
CONCRETE/MASONRY A REVISED INSTALLATION DETAILS 06/22/15 R.L.
BY OTHERS •° n ° -
' 1 1/4" MIN.
OPTIONAL 1X BUCK A EMBEDMENT
TO BE PROPERLY 1 1/4" MIN.
SECURED I_ EMBEDMENT
SEE NOTE 3 SHEET 1
CONCRETE/MASONRY
BY OTHERS
APPROVED 0� D
SEALANT 1/4" MAX. OPTIONAL 1X BUCK o 1/4" MAX,
o SHIM SPACE TO BE PROPERLY SHIM SPACE
SECU
SEE NOTE 3 SHEET 1 ❑o
1/4" TAPCON I ❑ ❑ eq
1/4" TAPCON
o INTERIOR
o❑ LIE
2 1/2" .e° e ❑o❑
EDGE
MIN. L—ea—�❑�
EXTERIOITI INTERIOR DISTANCEa' ,,Do
O O
EXTERIOR
Q ❑ Q � e
APPROVED JAMB INSTALLATION DETAIL
1 /4" TAPCON O SEALANT CONCRETEINASONRY/NSTALLATION
APPROVED ❑ ❑
SEALANT o NOTES:
J11�� 1/4" MAX. 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
OPTIONAL R BUCK o o SHIM SPACE NO PERIMETER
NDJOINRITY,
TO BE PROPERLY J 2 DESIGNED ACCORDANCLANTBYOTHERS 7ME211TO BE
SECURED DESIGNED IN ACCORDANCE WITH ASTM E21/2
SEE NOTE 3 SHEET 1
CONCRETE/MASONRY ° a, ° —� SIGNED: 0612312015
BY OTHERS °n MIN. 1111111
4 • n.• . y EMBEDMENT Eastern �.,,A-M:w°:�N,
. �.:' .4. • ._ iapiuw�na"eiwmv `fir .��CENSF'9s�f�
2 i/2" MIN. SERIES 623 VINYL SLIDING •GLASS DOOR _*• l,0 61 *=
EDGE DISTANCE 144" x 96" NON -IMPACT �TAT
VERTICAL CROSS SECTION INSTALLATION DETAILS - o • OF kp�
CONCRETEMIASONRY INSTALLATION DOWN; owc NO
RN
R.L. OB-01673 A
APPROVED
SEALANT
BEHIND FIN
#8 WOOD
SCREW
7/16" MIN
EDGE DISTANCE
EXTERIOR
7/16" MIN
EDGE DISTANCE
#8 WOOD
SCREW
APPROVED -----
SEALANT
BEHIND FIN VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
1 1/2" MIN.
EMBEDMENT
INTERIOR
WOOD
FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
WOOD FRAMING
BY OTHERS
#8 WOOD
SCREW
1 1/2"
MIN,
EMBEDMENT
—I I� 1/4" MAX
I SHIM SPACE
REVISIONS
0. DESCRIP110N DAE I MPROVM
A REVISED INSTALIATIDN DETAILS 06/22/15 I R.L.
INTERIOR
APPROVEDuRUo
SEALANT a
BEHIND FIN
7/16" MIN
EDGE DISTANCE EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
1/4" MAX NOTES:
SHIM SPACE 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINTSEALANTBYOTHERS TO BE
DESIGNED INACCORDANCEWITHASTM E2112
WOOD
FRAMING
BY OTHERS vs w.me�r„s
EasternunPa,
l ,w
SERIES 623 VINYL SLIDING GLASS DOOR
144" x 96" NON -IMPACT
INSTALLATION DETAILS
DR W D.G NO,
R.L. 1 08-01673
SME NTS IDATE 07/13/12 ISHEET6 OF 6
APk
SIGNED: 0612312015
6/21/2019
I
Date Pending FBC Approv'
Date Approved
Summary of Products
r i
` Florida Building Code Online
12/27/2017
Sl-ANNF
sy
St Lucie County
FL 7t
Model, Number or Name
Description
22203.1
Series 176 Vinyl Single Hung Window
Series 176 Vinyl Single Hung Window, Non - Impact 54" x 77"
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL22203 RI C CAC N1013483.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/30/2020
Design Pressure: +70.0/-85.0
Installation Instructions
Other:
FL22203 R1 II 08-03044.odf
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL22203 R1 AE 513923.Ddf
Created by Independent Third Party: Yes
Back Nert
Contact Us:: 2601 Blair Stone Road Tallahassee K 32399 Phone: 850-487-1824
The State of Florida Is an AvEED employer. ,4opyli9ht2007-2013 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, centact the once by phone or by tmditlonal 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 pmvide 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 on be made available to the public. To determine If you am a licensee under Chapter 455, F.S., please click hem .
Product Approval Accepts:
®^ R�—P eChil M
JUU 2 8 %019
Permitting
ST. Lucie County
securitynit-rRras
httpsJ/foridabuilding.orgfpripr app_dU.aspx7param--wGEVXQwtDquYPIHVa8bgMUdwStBDveKGstUpWViwPdco9loAXM12SA%3d%3d 2/2
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURERS PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
TABLE OF CONTENTS
NO.1 DESCRIPTION
1 NOTES
2 ELEVATIONS
3 — 6 INSTALLATION DETAILS
RLYSIONS '
REV D6CRIPNDN MX I A PR04D
15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILUNG SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
18. ALL FASTENERS TO BE CORROSION RESISTANT.
19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
SIGNED: 0410512017
Easrerna.°�Pa
iWfM1Fn.9.il➢RiW 9A,]
I SERIES 176 VINYL SINGLE HUNG WINDOW I
NON —IMPACT — 54"x77"
NOTES
1 08-03044
NTS D^TC 02/06/17 154Q 1 OF 6
L. HGCEHK)Luma.'.. I FL No.: 62514 Luls R. Lomas P.E.
'2W DFORDRDL /SVILL6,, NC27029
49G 66-0609 dlDMSSPIPoMaa0e.c0m
N
FIR
HE
6" MAX
1
6" MAX
JL
13"
MAX O.C.
7" T_
AX
WE
CHIT
6" MAX
54" MAX FRAME WIDTH
6" MAX 6" MAX 13 1/2' 6' MAX
MAX O.C.
A
FF
HE
6" MAX
L
MAX
7"
AX
MAE
GHT
O
4/
6' MAX
1
SERIES 176 SH VINYL SINGLE HUNG WINDOW SERIES 176 SH VINYL SINGLE HUNG WINDOW
EXTERIOR VIEW EXTERIOR VIEW
FIN INSTALLATION THROUGH FRAMEINSTALLATION
DESIGN PRESSURE RATING IMPACTRATING �
+70.0%65.OPSF NONE 1, _
RMSIONS
D6 RnON I 0M I g RW
NOTES:
1. MAXIMUM SASH SIZE: 50 3/8" X 37 3/4".
2. MAXIMUM D.L.O.: 49 1/8" X 34 3/4'.
Eastern«°°�"'�
SERIES 176 VINYL SINGLE HUNG WINDOW
NON —IMPACT — 54"X77"
ELEVATIONS
pWC NO.
JV.L. 08-03044 —
sarE NTS 0A1E 02/06/17 7N-2 OF 6
SIGNED: 0410512017
Luis R. Lomas P.E.
FL No.: 62514
WOOD FRAMING
OR 2% BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2% BUCK
BY OTHERS
1/2" MIN.
EDGE DISTANCE
1/D MIN.
EMBEDMENT
SHIM SPACE
#10 WOOD SCREW
INTERIOR
1 1/4" MIN.
EMBED, MENT
1/2" MIN.
EDGE DISTANCE
#10 WOOD
SCREW
WOOD FRAMING
OR 2% BUCK
BY OTHERS
ILL TO BE SET
I A BED OF
PPROVED SEALANT
1/4" MAX.
SHIM SPACE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
RFASIONS
oncMPOON
1/4" MAX.
r SHIM SPACE
I INTERIOR
RE
`BACKER ROD EXTERIOR
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCKINSTALLATION
r�-mas[ern I ■ �urvucru arenr
SERIES 176 VINYL SINGLE HUNG WINDOW
NON -IMPACT - 54"x77"
INSTALLATION DETAILS
orawN: M NO.
V.L. 08-03044
sou NTS o` 02/06/17 s"L 3 OF 6
L. ROBERTO LOMASP.E.
IA92WOODFORDRDLE ISVUF,, NO2M3
04666-0609 rlbmas®IMmaspe.mm
SIGNED: 0410512017
Luis R. Lomas P.E.
FL No.: 62514
I
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
3/4" MIN
]GE DISTANCE
1/4" MAX.
SHIM SPACE
SMS OR
SELF DRILLING
SCRE71 W
1/4" MAX
r SHIM SPACE
INTERIOR
3/4" MIN.
EDGE DISTANCE
too
"
#10 SMS OR
SELF DRILLING
Do
EXTERIOR
D INTERIOR
SCREWS
METAL
STRUCTURE
BY OTHERS
BACKER ROD
a
EXTERIOR
& APPROVED
11
SEALANT
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DATE 1 PPPRaYLD
II SILL BE SET
LI lJ II A ABBED OF
0 o APPROVED SEALANT JAMB INSTALLATION DETAIL
BACKER ROD METAL STRUCTURE INSTALLATION
SEALANT p0
& APPROVED 1/4" MAX.
B r [ SHIM SPACE
METAL
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION SIGNED: 0410512017
METAL STRUCTURE INSTALLATION �- lawsw rw F"'^`"'":`M" w"N 8V8iFi9 .1willlllp'.
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFOR CLARITY.
2. PERIMETER AND JOINTSEALANTBYOTHERS TO BE
DESIGNED INACCORDANCEWITHASTM E2112
SERIES 176 VINYL SINGLE HUNG WINDOW
NON -IMPACT - 54"x77"
INSTALLATION DETAILS
DMM: M No. REV
V.L. 1 08-03044 -
sa NTS a°E 02/06/17 JSIIEET4 OF 6
L ROBERTO LOMAS P.E.
I432 WOODFORO RD LEWISVILLE, NC 2023
Luis R. Lomas P.E.
FL No.: 62514
CONCRETE/MASONRY
J 2 1/2" MIN. BY OTHERS
EDGE DISTANCE
° • a�' 1 1/4" MIN.
EMBEDMENT
OPTIONAL 1X BUCK
SEE NOTES 3 — 7 III�o I/4" MAX ,
SHEET 1 O SHIM SPACE
I BACKER ROD 3/16" TAPCON
& APPROVED
SEALANT
EXTERIOR
BACKER ROD —
& APPROVED
SEALANT
i
I OPTIONAL 1X BUCK
SEE NOTE 3 — 7
SHEET 1
INTERIOR
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
r SHIM SPACE
° •a •,
a:
e�
a.'
e
CONCRETE/MASONRY
VERTICAL CROSS SECTION BY OTHERS
CONCRETEMASONRYINSTALLATION
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK .•v 1/4" MAX.
SEE NOTES 3 — 7 SHIM SPACE
SHEET 1
3/16" TAPCON
a' YF
2 N.
MIN. e a
EDGE a, '
DISTANCE
J�
BACKER ROD
& APPROVED
SEALANT JAMB INSTALLAI
NOTES:
1.WTERIORANDEXTERIORFINIS14ES, BYOTHERS,
NOTSHOWNFOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WITHASTM E2112
sLvmoxs
o¢cxvnox
INTERIOR
EXTERIOR
Eastern
SERIES 176 VINYL SINGLE HUNG WINDOW
NON —IMPACT — 54"x77"
INSTALLATION DETAILS
oac xo.
08-03044
NTS N"E 02/06/17 IMMS OF 6
DAM I vvxo+eo
SIGNED: 0410512017 1
Luis R. Lomas P.E.
FL No.: 62514
APPROVED
SEALANT
BEHIND FIN
#10 WOOD
SCREW
1/2' MI
EDGE DISTA
EXTERIOR
INTERIOR
1/2' MIN
J
EDGE DISTANCE
#10 WOOD
SCREW
1 1/4' b
APPROVED
EMBEDME
SEALANT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X SUCKINSTALLATION
NOOD
'RAMING
3Y OTHERS
1/4' MAX.
SHIM SPACE
1/4' MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
u ONS
RX DE 014 I Mrt Irvawm
WOOD FRAMING .{ 1/4' MAX
BY OTHERS I SHIM SPACE
IVINTERIOR
lAal11,11,
A10 WOOD J / Lill
SCREWAPPROVED EXTERIOR
SEA1ANi EDGEEDI DISTANCE
BEHIND FIN
JAMB INSTALLATION DETAIL
WOOD 1`114MINGOR2X BUCKINSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS.
NOTSHOWN FOR CLARITY.
2. PERIMETER AND JO/NTSEALANTBY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
rL`Eas[ern ` W °
II �� wiomasro.vs
�._ mnwvaaaro.wn
SERIES 176 VINYL SINGLE HUNG WINDOW
NON —IMPACT — 54"X77"
INSTALLATION DETAILS
am"; M NO.
V.L. 1 08-03044
sl + NTS °7 02/06/17 1540l OF 6
SIGNED: 0410512017
Luis R. Lomas P.E.
FL No.: 62514