HomeMy WebLinkAboutSET UP-INSTALLATIONNOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ.
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 15 OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S 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, SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT 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 1/47 MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SCANNED
BY
St. Lucie County
TABLE OF CONTENTS
1EET N0. DESCRIPTION
1 NOTES
2 — 3 ELEVATIONS
RmSONS
7RU 06CRPRON MTE MPRO�ED
B REVISED GLAZING DETAILS O1/08/18 R.L.
15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 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" MINIMUM
EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE #10 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.
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 6053—TS .048' THICK MINIMUM
20. UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE, OUTSIDE THE HVHZ.
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NOTES
08-02538
SIGNED: 0111812018
Luis R. Lomas P.E.
FL No.: 62514
6' MAX
I
6" MAX
.f_
13"
MAX O.C.
7'
WE
GHT
6" MAX
6" MAX
SERIES 176 SH VINYL SINGLE HUNG WINDOW
EXTERIOR VIEW
FTNINSTALIATION
DES/GNPRESSURERA77NG
IMPACTRATING
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LARGE
MWILEIMPACT
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HM40N5
UFSCRPIION M1E IFGRCJD7
REVISED GLAZING DUALS 01/08/18 R.L
NOTES:
1. MAXIMUM SASH SIZE: 50 3/8' X 37 3/4".
2. MAXIMUM D.L.O.: 49 1/8' X 34 3/4.
3. (2) WEEPS WITH COVER (97-03) AT SILL FACE 2" FROM EACH CORNER.
4. (2) 1 1/2" X 1/4" WEEP SLOT AT SILL FACE 2" FROM EACH CORNER.
5. (2) 1/2" X 1/8' WEEP SLOT AT SILL BEHIND GLAZING LEG.
3/16" ANN.
1'
1/8' ANN.
.090" SENTRY GLAS BY KURARAY
1/8' ANN. 3/16" TEMP
INTERIOR
1"
1/8' ANN.
.090" SENTRY GLAS BY KURARAY
1/8" ANN.
INTERIOR
EXTERIOR
DURASEAL EXTERIOR
DURASEAL
SPACER SYSTEM4BITE�
SPACER SYSTEM
BY OUANEX
BY GUANEX
GLAZING BEAD
STRUCTURAL SEALANT GLAZING BSTRUCTURAL
SEALANT
SIKAFLEX 552SIKAFLEX
552
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BLOCK (30096)
1/2" BITE
85 DUROMEIER 1/285
OUROMEfER
BY CENTRAL RUBBERBY
CENTRAL RUBBER
EXTRUSIONS
EXTRUSIONS
SIGNED: 01/162016
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7
FR
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SERIES 176 SH VINYL SINGLE HUNG WINDOW
EXTERIOR VIEW
THROUGH FRAME INSTALLATION
FORMASONRYAND METAL STRUCTURE
6" MAX
all,MA% O.C.
7"
WE
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O
4�
6" MAX
1
SERIES 176 SH VINYL SINGLE HUNG WINDOW
EXTERIOR VIEW
THROUGH FRAME INSTALLATION
FOR WOOD FRAMING
DESIGN PRESSURE RATING
IMPACTRADNG
+70.01-85.OPSF
LARGE
MISSILE IMPACT
MISSILE LEVEL D, W/NDZONE4 AND HVHZ
54'X7 UNITSHOWN. OTHERSIZESAPPROVEO ASLONG AS
FRAMEAREA DOES NOTEXCEED 2887 FP
RE 410N5
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S REVISED GLAZING DETAILS 01/08/18 JR.L.
SIGNED: 01/18/2018
REastern W
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SERIES 176 SH VINYL SINGLE HUNG WINDOW
IMPACT 54" X 77"
ELEVATIONS
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08-02538
NTS lm1 11/17/14 1SHEO3 OF 7
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WOOD FRAMING
OR 2X BUCK
BY OTHERS
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EDGE DISTANCE
1 1/4" MIN.
EMBEDMENT .
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REVISED GLAZING DETAILS
01/08/10
I R.I
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INTERIOR
ILL TO BE SET
I A BED OF
PPROVED SEALANT
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SHIM SPACE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
`BACKER ROD EXTERIOR
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCKINSrALLATION
NOTES
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFOR CLARITY.
2. PERIMETER ANOJOWTSEALANTBYOTHERS TOBE
DESIGNED l N ACCORDANCE WRH ASTM E2112
SIGNED: 0111812018
SERIES 176 SH VINYL SINGLE HUNG WINDOW f*• 0 6 *
IMPACT 54" x 77" — ,l1mt.'c�
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FL No.: 62514
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METAL
I EDGE DISTANCE
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01/08/18 R.L.BY
STRUCTURE
OTHERS
1/4" MAX.
SHIM SPACE
duo
APPROVED
SEALANT
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SHIM SPACE
f� #10 SMS OR
,
LJ SELF DRILLING
INTERIOR
SCREW
3/4"
MIN.
o00
EDGE
DISTANCE
I
#10 SMS OR
SELF DRILLING
Do
SCREWS
METAL
EXTERIOR
� D INTERIOR
STRUCTURE
BY OTHERS
BACKER ROD
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& APPROVED
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JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION!
I7 SILL TO BE SET
�J IN A E0 OF
B
APPROVED SEALANT
BACKER ROD
O C7
& APPROVED
SEALANT
1/4" MAX.
NOTES:
O SHIM SPACE
1.INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOTSHOWNFORCIARITY.
METAL
2 PERIMETER AND JOINTSEALANTBY OTHERS TO BE
STRUCTURE
DESIONEDINACCORDANCEWITHASTME2112
BY OTHERS
SIGNED: 01/78/2018
VERTICAL CROSS SECTION
MEFAL STRUCTUREIMSTALLATION
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FL No.: 62514
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EDGE DISTANCE
OPTIONAL 1X BUCK
SEE NOTES 3 - 7
SHEET 1
BACKER ROD
h APPROVED
SEALANT
EXTERIOR
CONCRETE/MASONRY
BY OTHERS
. rtA i 1 1/4' MIN. 1 1/4" MIN.
`A• EMBEDMENT EMBEDMENT
e
—r CONCRETE/MASONRY
I BY OTHERS
OPTIONAL 1X BUCK
SEE NOTES 3 - 7
❑ 1/4- MAX, SHEET 1
SHIM SPACE
3/16' TAPDDN �
3/16' TAPCON
INTERIOR
BACKER ROD
APPROVED
SEALANT
-
SILL TOBE SET
IN A BED OF
APPROVED SEALANT
C7 O
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1/4" MAX.
.PTIONAL 1X BUCK
jjl
SHIM SPACE
SEE NOTE 3 - 7
SHEET 1
a—T
�- CONCRETE/MASONRY
VERTICAL CROSS SECTION BY OTHERS
CONCRETEIAMSONRYINSTALLATION
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REMSED GLAZING DETAILS
01/08/18
JR.L
. , 1/4' MAX.
' SHIM SPACE
INTERIOR
000
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��
EDGE
DISTANCE
o
•
EXTERIOR
BACKER ROD
k APPROVED
SEALANT
JAMB INsrauanoN DETAIL
CONCRETEANASONRYINSTALLATM
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFOR CLARITY.
2. PERIMETERANDJC/NTSEALANT BYOTHERS ROBE
DESIGNED INACCORDANCE IMASIM E2112
Eastern A .'w "
i
SERIES 176 SH VINYL SINGLE HUNG WINDOW
IMPACT 54" X 77"
INSTALLATION DETAILS
M DVry H0.
08-02538
NTS — 11/17/14 sR-6 OF 7
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SIGNED: 01/182018
Luis R. Lomas P.E.
FL No.: 62514
APPROVED
SEALANT
BEHIND FIN
#10 WOOD
SCREW
1/2" MI
EDGE DISTA
EXTERIOR
INTERIOR
NOOD
-RAMING
3Y OTHERS
1/4" MAX.
SHIM SPACE
WOOD FRAMING 1/4" MAX
BY OTHERS r SHIM SPACE
INTERIOR
} WOOD
SCREW
APPROVED J1l2" LNu [ EXTERIOR
SEALANT EDGE DISTANCE
BEHIND FIN
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2Y BUCK INSI ALlAT ION
REVISIONS
DMRI"ON ONTE I MPR M
REVISED GAZING DETAILS 01/08/18 1 R.L.
U
NOTES
O =1
1.IMERIORANDEXTERIORFIN/SHES BYOTHERA,
O
NOTSHOWNFOR CLARITY.
1/4" MAX
2PERIMETERANDJOINTSE4LANTBYOTHERSTOSE
a
li
SHIM SPACE
DESI0NEDINACCORDANCEWRHASTME2112
SIGNED: 01/18/2018
1/2" MIN
EDGE DISTANCE
®6. Eastern
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WOOD
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Luis R. Lomas P.E.
FL No.: 62514
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ.
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 MANUFACTURER'S 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.
S. 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, SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM 1S NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SCANNED
BY
St. Lucie County
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 NOTES
2 — 3 ELEVATIONS
REVISGNS
0MRIP110N WTE MPR740
REVISED INSTALLATION DETAILS 06/22/15 R.L.
REVISED PER NEW REQUIREMENTS 01/10/18 1 R.L.
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 1/4- TAPCONS WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM
EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE #10 EMS 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.
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 .048" THICK MINIMUM
20. UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE, OUTSIDE THE HVHZ.
21. APPROVED CONFIGURATIONS: XO, OX.
Eastern
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
(XO, OX) 74" X 63"
NOTES
08-02537
SIGNED: Of/10/2018
Luis R. Lomas P.E.
FL No.: 62514
Fi
HE
74" MAX FRAME WIDTH
6" MAX
B" MAX O.C.
;4
6"
14"
/
MAX
O.C.
T—
/
O
i
IAX AM
A1E
IGHT
��XE `/
Y
/
6" MAX
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
EXTERIOR VIEW
FININSTALLATION
DESIGNPRESSURERARNG
IMPACTRATING
+70.01-85.OPSF
AGE
MISSLLE IMPACT
MISSILE LEVEL D, WIND ZONE AND HVW
NOTES:
1. MAXIMUM SASH SIZE: 36 1/2" X 60 3/4".
2. MAXIMUM D.L.O.: 34" X 59 3/4".
3. (2) WEEPS WITH COVER (97-03) AT SILL FACE 2" FROM EACH CORNER.
4. (2) 1 1/2" X 1/4" WEEP SLOT AT SILL FACE 2" FROM EACH CORNER.
S. (2) 1/2" X 1/8" WEEP SLOT AT SILL BEHIND GLAZING LEG.
6" MAX
REV5NIN5
REV )MRIPIION MTE MPRJVEO
A REVISED INSTAUAT1ON DETNLS 06/22/15 R.L
B REVISED PER NEW REOUIREMENTS O1/10/18 R.L.
1"
3/16" ANN 1/8" ANN
.090" SENTRY GLAS BY KURARAY
EXTERIOR 1/8" ANN
INTERIOR
DURASEAL
SPACER STEM
OUANEX BY
GLAZING BEAD STRUCTURAL SEALANT
SIKAFLEX 552
1/2" BIJ TE SETTING BLOCK (30096)
p 85 DUROMETER
fT� II BY CENTRAL RUBBER
EXTRUSIONS
GLAZING DETAIL
EV M1iN Y4PgR1lY. Te1Fl�
AON6mIW
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
(XO, OX) 74" X 63"
ELEVATION
08-02537
SIGNED: 0111012018
Luis R. Lomas P.E.
FL No.: 62514
6
M
FIR
HE
74" MAX FRAME WIDTH
6" MAX 8" MAX O.C. 6" MAX
5-
MAX
4i
/
MAX D.C.
J_
/
/
X
O
v
ME
HT
GHi
/ \
/
L
6"
MAX
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
EXTERIOR VIEW
THROUGH FRAME INSTALLAT ION
FORMASONRYANDMETAL STRUCTURE
1
FF
HF
REVISMNS
PEV p Mnm MTE MPRavEU
A REVISED INSTALLATION DETAILS 06/22/15 R.L.
B REVISED PER NEW REOUIREMEMS 01 /10/i6 R.L
74" MAX FRAME WIDTH
6" MAX
I
—{ r 6" MAX O.C.
fJ
MAX
/
10"
MAX O.C.
Y
O
IAX
AM
AME
IGHT
/
L
6"MAY
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
EXTERIOR VIEW
DESIGNPRESSURERAIWG
IMPACTRA7WG
+70.01-85.OPSF
LARGE
MISSILEIMPACT
MISSILELEVEL D, WWD20NE4AND HVHZ
FOR WOOD FRMIWG
6" MAX
rrnwiuNwacnwaemRio
eamuw ®"�eru�amr
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
(X0, OX) 74" X 63"
ELEVATIONS
08-02537
S-3
SIGNED: Of/10/2018
Luis R. Lomas P.E.
FL No.: 62514
REVISGIC
REV OESCRIPRON MiE APPRWO)
A I REVISED INSTALLATION DETAILS 06/22/15 R.L.
1/2" MIN. I B REVISED PER NEW REQUIREMENTS 101/10/18 R.L.
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS 1 1/4" MIN.
0 EMBEDMEM
1 1/4• MIN. 1/4" MAX.
EMBEDMENT r SHIM SPACE
& APPROVED �
BACKER ROD 1/q^ MAX. I INTERIOR
—
SEALANT 0 SHIM SPACE 1/2" MIN.
EDGE DISTANCE
#10 WOOD SCREW Q F
EXTERIOR
III
#10 WOOD
SCREW
�]
WOOD FRAMING
OR 2X BUCK
INTERIOR
BY OTHERS
'
BACKER ROD EXTERIOR
& APPROVED
O
SEALANT[j
R #10 WOOD
JAMB INSTALLATION DETAIL
uu SCREW
WOOD FRAMING OR2XBUCKINSTALA17ON
0 0
BACKER ROD
& APPROVED
MAX.
SEALANT
rj �� � SHIMSPACE
l�
WOOD FRAMING 0
1 1/4" MIN.
OR 2X BUCK
BY OTHERS
EMBEDMENT
1/2" MIN.
SIGNED: 0111012018
EDGE DISTANCE
®® Eastern
VERTICAL CROSS SECTION
W000 FRAMING OR 2XBUCKINSTALLA770N
,lum,,.,x..—v—' rams FLu 2 J�J_•.•�Pu� 9-�
NOTES.-
1. INTERIOR AND EXTERIOR FINISHES BY OTHERS,
NOTSHOWNFORCIARTTY.
2. PERIMETER AND JOINTSEAIANTBY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
176 SS VINYL HORIZONTAL SLIDING WINDOW g*• 0 5yt •*
(XO, OX) 74' X 63" — ,�.4�
INSTALLATION DETAILS yO•• TATE OF . Ty
ows No. REv �i�'�.••P<ORIOQ;•�i��
acre 08 502 37 B ��NA 11�NG\��
11/17/14 4 OF 7
L ROEERTD LGWAS P.E Luis R. Lnmus P.E.
IAI..... :lEYASVlllE_IfC2Al23 FL No.: 62514
I
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALAM
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
N
1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTUREINSTALLATION
NOTES..
I. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARRY.
2. PER/METERANDJOINTSEAIANTBYOTHERSTOBE
DESIGNED INACCOROANCEWITHASTME8112
1/2' MIN
DOE DISTANCE
1/4' MAX.
SHIM SPACE
SMS OR
DRILLING
N
INTERIOR
#10 SMS OR
SELF DRILLING
SCREW
1/4" MAX.
SHIM SPACE
REV OMR170 MT'
MFRS'O)
A REVISED INSTALLATION DETAILS 06/22/15 RL
B REVISED PER NEW REQUIREMENTS O1/10/18 R.L.
/4" MAX.
r SHIM SPACE
INTERIOR
1/2" MIN.
EDGE DISTANCE
#10
SMS OR
SELF
DRILLING
SCREWS
METAL
a�Q
STRUCTURE
BY OTHERS
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE MSTALLA7 NON
SIGNED: 0111012018
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW ?*•
(X0, OX) 74" X 63"
INSTALLATION DETAILS p
,0 .
oRaWu: oxc us. REv �i'E�%,
V.L OB-02537 B
NTS 0.°E 11/17/14 1SHEETS OF 7
Luis R. Lomas P.E.
FL No.: 62514
i
J
2" MIN.
EDGE DISTANCE
:ByONCRETE/MASONRY
OTHERS
a
°
•
• 4
a
1 1/4' MIN.
1 1/4' MIN.
•a•
i EMBEDMENT
EMBEDMENT
—�"
CONCRETE/MASONRY
`
BY OTHERS '•
•°
OPTIONAL IX BUCK
SEE NOTESSHEET
SEEIONAL NOTESX38UC7
O
1/4"
MAX
1
SHEET 1
SHIM
SPACE
1/4" TAPCON � `R
1/4" TAPCON
BACKER ROD
& APPROVED
SEALANT
INTERIOR
ea. .
EXTERIOR
2"
MIN.
EDGE
DISTANCE
BACKER ROD
& APPROVED
SEALANT 4TC—M
nFlBACKER VE &APPROVE[
u u 1/4• TAPCON
O O
1/4" MAX.
SEE NOTE 3 -
OPTIONAL 1X BUCK n SHIM SPACE
7 I('
SHEET 1
0
4 ° a —�
• A 4. 1 1/4" MIN.
°4• • ° EMBEDMENT
4
2" MIN.
EDGE DISTANCE CONCRETE/MASONRY
BY OTHERS
VERTICAL CROSS SECTION
CONCRE7E41ASONRYINSTALLATION
P NSIONS
REV OESCRIPIION GATE APPRPIEO
A REVISED INSTALLATION DETAILS 06/22/15 R.L
B REVISED PER NEW REQUIREMENTS 01/10/18 1 R.L.
/4" MAX.
SHIM SPACE
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
CONCRETEMIASONRY INSTALJA71ON
NOTES
I. 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
Eastern � °m
,mnR r.W ILI E ._. __.... raaurea.Rlxwi
me.mao,
176 SS VINYL HORIZONTAL SLIDING WINDOW
(XO, OX) 74" X 63"
INSTALLATION DETAILS
OWO NO. REV
OB-02537 B
R7 11/17/14 1 a^EU6 OF 7
L ROBERTO LOMA6 P.E
1a926000FORD AD LEWiS ,, NC2IW
SIGNED: 01/f0/2018
Luis R. Lomas P.E.
FL No.: 62514
APPROVED
SEALANT
BEHIND FIN
QB WOOD
SCREW
7/16" M
EDGE DISTA
EXTERIOR
7/16" MIN
EDGE DISTANCE
$8 WOOD
SCREW
APPROVED
SEALANT VER77CAL CROSS SECTION
BEHIND FIN WOOD FRAM/NGOR2YBUCKINSTALLATION
INTERIOR
WOOD
FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
WOOD FRAMING
BY OTHERS
1 1/4-
MIN.
EMBEDMENT
#8 WOOD �
SCREW
APPROVED
SEALANT
BEHIND FIN
1/4" MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
1/4" MAX
r SHIM SPACE
RMSIONS
tj
NFI pESCflIP11fN 04iE MPRWEO
A REVISED INSTALIATION DETAILS 06/22/15 R.L.
B REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
INTERIOR
r LL
EMERIOR
7MIN
EDGEE DISTANCE JAMB INSTALLATION DETAIL
DI
WOOD FRAMING OR 2X BUCK INSTALL47ION
NOTES.
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOTSHOWNFORCLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WRHASTM E2112 SIGNED. 0111012018
e Eastern
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
(X0, OX) 74" X 63"
INSTALLATION DETAILS
pRPWN: MT. N0. REV
V.L. 08-02537 B
Luis R. Lomas P.E.
FL No.: 62514
2/11/2019 Florida Building Code Online
Date Submitted 06/12/2018
RECEIV tU
Date Validated 06/14/2018
Date Pending FBC Approval
Date Approved 06/20/2018
MAR 2 7 2019
Summary of Products
ST. Lucie County, Permitting
FL #
Model, Number or Name
Description
16804.1
Series 143 Vinyl HR Non -Impact Fin
Series 143 Vinyl HR Non -Impact Fin
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL16804 R3 C CAC NI011728-113-sianed.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
08/30/2020
Design Pressure: +50.0/-50.0
Installation Instructions
Other: Maximum Size: 72" x 60", Approved Configurations
FL16804 R3 II 06-02251A.odf
XO, OX. FRAME MATERIAL TO BE RIGID PVC FROM
Verified By: Luis R. Lomas, P.E. 62514
DECEUNINCK NORTH AMERICA AAMA CERTIFIED (DEP-1)
Created by Independent Third Party: Yes
Evaluation Reports
FL16804 R3 AE 512971A.gd(
Created by Independent Third Party: Yes
16804.2
Series 143 Vinyl HR Non -Impact
Series 143 Vinyl HR Non -Impact Flange
Flange
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL16804 R3 C CAC N1012135-Rl.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
07/31/2024
Design Pressure: +35.0/-40.0
Installation Instructions
Other- Maximum Size: 74" x 72', Approved Configurations
FL16804 R3 II 08-02526A.udf
XO, OX. FRAME MATERIAL TO BE RIGID PVC FROM
Verified By: Luis R. Lomas, P.E. 62514
DECEUNINCK NORTH AMERICA AAMA CERTIFIED (DEP-1)
Created by Independent Third Party: Yes
Evaluation Reports
FL16804 R3 AE 513297A.odf
Created by Independent Third Party: Yes
16804.3
Series 176 Vinyl HR Impact HVHZ
Series 176 Vinyl HR Impact HVHZ
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL16804 R3 C CAC NI012196.04-R3.gd(
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
06/30/2024
Design Pressure: +70.0/-85.0
Installation Instructions
Other: Maximum Size: 74" x 630, Nailing Fin or Flange,
FL16804 R3 II 08-02537B.gdf
Approved Configurations XO, OX. FRAME MATERIAL TO BE
Verified By: Luis R. Lomas, P.E. 62514
RIGID PVC FROM DECEUNINCK NORTH AMERICA AAMA
Created by Independent Third Party: Yes
CERTIFIED (DEP-1). GLASS INTERLAYER COMPLIES WITH THE
Evaluation Reports
REQUIREMENTS OFTHE FLORIDA BUILDING CODE
FL168n4 R3 AE 513310B.odf
ACCORDING TO MIAMI-DADE FOR KURARAY INTERLAYERS.
Created by Independent Third Party: Yes
WHEN USED 1N THE HVHZ OUTBOARD LITE MUST BE
TEMPERED GLASS.
16804.4
Series 176 Vinyl HRP 1/3 - 1/3 - 1/3
Series 176 Vinyl HRP 1/3 - 1/3 - 1/3 Impact HVHZ
Impact HVHZ
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL16804 R3 C CAC NI012196.01-R2.pdf
Approved for use outside HVHZ: Yes
FL16804 R3 C CAC N1012196-113.0f
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +65.0/-85.0
06/30/2024
Other: Maximum Size: 111" x 63", Nailing Fin or Flange,
Installation Instructions
Approved Configuration XOX. FRAME MATERIAL TO BE RIGID
FL16804 R3 II 08-02534B.od1
PVC FROM DECEUNINCK NORTH AMERICA AAMA CERTIFIED
Verified By: Luis R. Lomas, P.E. 62514
(DEP-1). GLASS INTERLAYER COMPLIES WITH THE
Created by Independent Third Party: Yes
REQUIREMENTS OF THE FLORIDA BUILDING CODE
Evaluation Reports
ACCORDING TO MIAMI-DADE FOR KURARAY INiERLAYERS.
FL16804 R3 AE 513306B.od1
W IN THE HVHZ OUTBOARD LrrE MUST BE
Created by Independent Third Party: Yes
ED SS.
16804.5
Series 176 Vinyl HRP 1/4 - 1/2 - 1/4
Series 176 Vinyl HRP 1/4 - 1/2 - 1/4 Impact HVHZ
Impact HVHZ
'Ermite of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL16804 R3 C CAC NT012196.02-R2 pd1
Approved for use outside HVHZ: Yes
FL16804 R3 C CAC N1012196.03-R2.pdf
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: N/A
Other: Maximum Size: III" x 63', Flange Installation Design
Pressure: +50.0/-65.OPSF, Nailing Fin Installation Design
06/30/2024
c on (�
Installation all
F �®
https9/ffoddabuilding.orglpr/pr app d8.aspx7param=wGEVXQwtDgtrnmTSTNdVPsriyp4ruvAgwcpxUegpnl*OV '&6 A% o3" � 12/3
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ.
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 MANUFACTURER'S 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, SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #8 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
SHEET ND.1 DESCRIPTION
1 NOTES
2 3 1 ELEVATIONS
REVISIONS
a6CRP110N WE I➢PRPJED
REVISED INSTALLATION DETAILS 06/23/15 R.L.
REVISED PER NEW REOUIREMENTS 01/10/18 R.L.
15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #12 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 1/4- TAPCONS WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM
EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE #12 ENS 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.
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 .048" THICK MINIMUM
20. APPROVED CONFIGURATION: XOX.
21. UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE, OUTSIDE THE HVHZ.
SIGNED: 01/10/2018
A 0.1b,lY
EA4IFINILIM.tlFR�
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
(1/4 - 1/2 - 1/4) 111" X 63^
NOTES
o6-m02536
6
-�i�B10N�4IIIII11IFN\\N�
1/17/14 1 OF 7
L RORERTD IONAS P.E.
Luis R. Lomas P.E.
=Oo _IEWs9U NCz
FL No.: 62514
111" MAX FRAME WIDTH
6" MAX MAX2D.C. I 6' MAX
pEYNOxS
oTxwmox w¢ Acvpaem
REVISED INSTALLATION DETAILS O6/23/15 R.L
REVISED PER NEW REOUIREMENiS 01/10/18 1 R.L.
6" MAX 1"
3/16" ANN 1/8" ANN
/ / EXTERIOR .090' SENTRY GLASS BY KURARAY
B'
MAX _ _ / 1/B' ANN
D.C. / INTERIOR
DURASEALL
SPACER
_ SPACER SYSTEM
63 Y O X BY OUANEX
MAX „ STRUCTURAL SEALANT
FRAME GLAZING BEAD SIKAFLEX 552
HEIGHT
/ I SETTING BLOCK (30096)
1 /2' BITE 85 OUROMETER
/ T'p0 A BY CENTRAL RUBBER
�
I' EXTRUSIONS
/ GLAZING DETAIL A
6" MAX
1.
3/16" ANN 3/16' ANN
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW EXTERIOR .090' SENTRY GLASS BY KURARAY
EXTERIOR WEW 3/16' ANN
RNINSTALLATTON INTERIOR
DESIGNPRESSIVRERAVALS IMPACTR477NG DURASEAL
SPACER SYSTEM
+55.01-60.OPSF LARGE BY QUANEX
MISSILEAAIPACT STRUCTURAL SEALANT
MISSE.ELEVELD, WAND2ONE4ANDHMRZ GLAZING BEAD SIKAFLEX 552
I SETTING BLOCK (3DO96)
HARDWARE SCHEDULE ' BRE 85 DUROMETER
A (4)ASIiMm DUALKEEPIE (13"II)ATFDEDMEETNG STILE fr FROM HEAD SILL BY CENTRAL RUBBER
B. (4)ASIDAND DUAL LOCKS (D2100A11R) ATSABH LOCK STILE 6' FROM SASH CORNERS
f—rEXTRUSIONS
C. (4) ROLLER HOWMGS ATEACH CORNER OF SASH BOTTOM RAU. GLAZING DETAIL B
D. (3)TRACKS AT OPERABLE SASH HEAD&S&L SIGNED: 01/10/1018
E.(1)ALLJMMJARENFORCEMENT(1D30M!MNFDF.DMEEWPRL ..". ..^N,—.. _".........._.__�._._..___"._._._. _ ... __._. M Eastern /
NOTES:
1. MAXIMUM OPERABLE SASH SIZE: 28 1/4" X 60 1/2".
2. MAXIMUM FIXED SASH: 57 3/4" X 60 9/16"
3. MAXIMUM OPERABLE SASH D.L.O.: 25" X 57 1/16".
4. MAXIMUM FIXED SASH D.L.O.: 50 15/16" X 58 1/4"
5. (2) WEEPS WITH COVER (97-03) AT SILL FACE FROM EACH CORNER.
6. (2) 1 1/2" X 1/4" WEEP SLOT AT SILL FACE 4 1/8" FROM EACH CORNER.
7. (2) 1/8' X 12' WEEP SLOT AT SILL FACE AND SILL SASH 3 1/8' FROM EACH END.
B. (2) 1/2" X 1/8" WEEP SLOT AT SILL BEHIND GLAZING LEG.
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
(1/4 — 1/2 — 1/4) 111" X 63"
ELEVATIONS
OB—s02536
a
�'7// 10AI ENS\\�
Luis R. Lomas P.E.
o+rL 11/17/14 2 OF 7
L ROBFAIDLOYAS PE
r4az w°o°roR°ROLEwsnu�xcmm
FL No.: 62514
4J4AS8d0SW 4bnIDs®6bra.�a.axv
6" MAX
111MAX FRAME WIDTH
10" 6" MAX
yr MAX O.C.
6"MAX
r
MAX0 .C.
l3"
it
AME
IGHT
/
V
6"MAX
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
EXTEROR VIEW
T NROUGN FRAME INSTAl1 AT ION
FOR MASONRYAND METAL STRUCTURE
I
FF
HE
HE
RD/ OESCRIGfION WiE MPPGVEO
A REVISED INSTALIATION DETAILS 06/2J/16 R.L.
B REVISED PER NEW REQUIREMENTS 01/10/16 R.L.
6" MAX
Ill" MAX FRAME WIDTH
6 1/2" MAX O.C. 6" MAX
6"MAX
18,
MAX
D.G.
L
i3"IAX
X
O
X
AMAM E
HT
�
/
6"MAX
DESIGNPRESSURERATING
IMPACT RATING
+50.01-65.OPSF
LARGE
MISSILE IMPACT
MISSILE LEVEL A WIND ZONE 4 AND HVHZ
SERIES f76 SS VINYL HORIZONTAL SLIDING WINDOW
EXTERIOR VIEW
TRROUGRF EINSTAGATION
FOR WOOD FR4MWG
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
(1/4 — 1/2 — 1/4) 111" X 63"
ELEVATIONS
ow.wx: a No. m
N.G. 08-02536 B
11"L NTS 1""L 11/17/14 1"3 OF 7 1
SIGNED: 0111012018
Luis R. Lomas P.E.
FL No.: 62514
RNS10NS
REV DRIP N WE MPRIMD
A REVISED INSTALLATION DETAILS 06/23/15 R.L.
9/16" MIN. B FEVISED PER NEW REQUIREMENTS 01/10/18 R.L.
EDGE DISTANCE
WOOD FRAMING
OR 2% BUCK
BY OTHERS 1 1/4" MIN.
O EMBEDMENT
1 1/4" MIN. 1/4' MAX.
EMBEDMENT SHIM SPACE
BACKER ROD 1/4" MAX.
& APPROVED O SHIM SPACE � INTERIOR
SEALANT
EDGEIO15
ISTAINCE VAOfllrrn
^
#12 WOOD SCREW I o' eef
EXTERIOR
INTERIOR
o u�
IS12 WOOD
U
SCREW
0 0
BACKER ROD
& APPROVED
1/4" MAX.
SEALANT
r1 �Q
1�
SHIM SPACE
WOOD FRAMING
0
1 1/4' MIN.
OR 2X BUCK
EMBEDMENT
BY OTHERS
9/16" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCKINSTALLA7rON
NOTES:
Y. INTERIOR AND EXTERIOR FINISHES, BY OTHERS.
NOTSHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED IN ACCORDANCE WRNASTM E2112
#12 WOOD
SCREW
WOOD FRAMING
OR 2% BUCK
BY OTHERS
BACKER ROD EXTERIOR
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: O1/10/2018
Eastern
\N S RE
e
NOW
g*• 0 6/w.�*'
176 SS^ VINYL HORIZONTAL SLIDING WINDOW
(1 /4 - 1/2 - 1/4) % 63'
INSTALLATION DETAILS
'A . TAT OF�I+t
E a.
Li��wSs FLORIDP 6�C��
nwc No.
RLv
OB
B
//111NA11��\\��
Luis R. Lomas P.E.
FL No.: 62514
LWTe SNEET36
11/17/14 4 OF 7
L ROBERTO L016W P.E.
lI.M4Ra RD�IEu^VE'NL PRPJ
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
STRUCTURE
BY OTHERS
9/16" MIN.
EDGE DISTANCE
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOTSHOWNFORCLARITY.
2. PERIMETER AND JO/WTSEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
t 9/16" MIN
EDGE DISTANCE
1/4` MAX.
SHIM SPACE
;MS OR
DRILLING
V
INTERIOR
#12 SMS OR
/ SELF DRILLING
SCREW
1/4" MAX.
F SHIM SPACE
9/16" MIN.
EDGE DISTANCE
#12 SMS OR �
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
R! 06C -N MiE PPPPOV♦D
A REV6E0 INSSALIATION DETAILS 06/2E/15 R.L.
B REVISED PER NEW REQUIREMENTS 01/10/18 1 R.L.
/4" MAX.
r SHIM SPACE
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: O1/10/2018
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OHORIZONTAL
CNN.,.
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INSTALLATION DETAILS
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0B-02536
Luis R. Lomas P.E.
FL No.: 62514
J 2" MIN,
EDGE DISTANCE
r
OPTIONAL 1X BUCK
,SEE NOTES 3 - 7
SHEET 1
BACKER ROD -
& APPROVED
SEALANT
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
CONCRETE/MASONRY
BY OTHERS
• a
•'a
1 1/4" MIN.
1 1/4" MIN.
^• •:
EMBEDMENT
EMBEDMENT
r
CONCRETE/MASONRY
(
BY OTHERS
J�O
1/4" MAX.
SHIM SPACE
1/4" TAPCON
� 1/4" TAPCON
INTERIOR
U 11 1/4" TAPCON
C 0
1/4" MAX.
OPTIONAL 1X BUCK n SHIM SPACE
SEE NOTE 3 - 7 If -
SHEET 1
o �
e a4 a. 1 1/4" MIN.
•a EMBEDMENT
a •2" MIN.
EDGE DISTANCE CONCRETE/MASO
BY OTHERS
VERTICAL CROSS SECTION
CONCRETEARASONRY INSTALLATION
pEWSiONp
REV DMRIP11ON WLf APPROVED
A REVISED INSTALLATION DETAILS 06/21/15 R.L.
B REVISED PER NEW REQUIREMENTS 1 01/10/18 IRL.
d 1/4" MAX.
SHIM SPACE
.W
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
OPTIONAL IX BUCK &APPROVED CONCRETFiMASONRYINSTAELATION
SEE NOTES 3 - 7 SEALANT
SHEET 1
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOTSHOWNFORCLARRY.
2 PERIMETER AND JOINTSEALANTBY OTHERS TO BE
DESIGNED INACCORDANCE WTTHASTM E2112
r
Eastern
176 SS VINYL HORIZONTAL SLIDING WINDOW
(1/4 - 1/2 - 1/4) 111" X 63"
INSTALLATION DETAILS
bMC NO. 08-02536 B
o`fr 11/17/14 �6 OF 7
2"
MIN.
EDGE
DISTANCE
I
SIGNED: 0111012018
Luis R. Lomas P.E.
FL No.: 62514
APPROVED
SEALANT
BEHIND FIN
Na WOOD
SCREW
7/16" MI
EDGE DISTA
EXTERIOR
7/16' MIN
EDGE DISTANCE
#6 WOOD
SCREW
APPROVED
SEALANT VERTICAL CROSS SECTION
BEHIND FIN WOOD FRAM/NO OR2XBUCKINSTALIATION
INTERIOR
NOOD
"RAMING
3Y OTHERS
1/4' MAX.
SHIM SPACE
WOOD FRAMING
BY OTHERS
1 1/4'
MIN.
EMBEDMENT
1/4" MAX
1 SHIM SPACE
qa WEED YjB"
SCREW LII IIAPPROVED MIN
SEALANT EDGE DISTANCE
BEHIND' FIN
Rfl6 M
RLv sLscmPnon M1E APCRaum
A REVISED INSTALLATION DETAILS O6/21/18 fl.L.
B REVISED PER NEW REQUIREMENTS 01/10/18 1 R.L.
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTAL L AT ION
1/4' MAX
SHIM SPACE
N07ES:
1. INTERIOR AND EXTERIOR FWf ES, BYOTHERB,
NOTSHOWNFORCLART.
2. PERnWETERANDJOINTSEALANTBYOTHERSTOBE
DES /GNED W ACOO RDAIJCE WRH ASTM E2I I2
SIGNED: 01/f0/2018
WOODFRAMING
raEastern
�d2Y.,
BY OTHERS
ramm�erummr
._._____._
_,�,•;6"a"
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
(1/4 — 1/2 — 1/4) 111" X 63"
INSTALLATION DETAILS
s'NTS u"" 11/17/14 S1'h17 OF 7
LRCBERTOLMASP.E
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Luls R. Lomas P.E.
FL No.: 62514