HomeMy WebLinkAboutPRODUCT APPROVAL DOORSREVISIONS
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. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" 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. UNITS MAY BE
ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1 X 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 UNIT FRAME 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 /1 6" 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 11 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN 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 NO. DESCRIPTION
1 NOTES
2 ELEVATIONS
3 10 INSTALLATION DETAILS
11 COMPONENTS
REV DESCRIPTION DATE APPROVED
A REVISED PAGES NUMBER 07/24/2020 R.L.
15. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #8 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.
16. FOR ANCHORING THROUGH FRAME 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.
17. FOR ANCHORING THROUGH FRAME 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.
18. FOR ANCHORING THROUGH FRAME 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.
19. ALL FASTENERS TO BE CORROSION RESISTANT.
20. 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 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY 33KS1/FU 52K& OR
ALUMINUM 6063 T5 FU=30K& .125" THICK MINIMUM
21. APPROVED CONFIGURATIONS: OX, XO
SNWINCO ARCHITECTURAL PRODUCTS, LLC
171 JET SERVICES WAY
DOTHAN, AL 36303
SERIES 9700 VINYL SGD 8080
IMPACT HVHZ
NOTES
DRAWN: DWG NO. REV
R.L. 08-03567 A
SCALE NTS DATE 06/05/2020 SHEET 1 OF 1 1
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 rllomaspa Irlomaspe.com
SIGNED: 0712412020
�\w 110111�11
TAT QF
�Lr
cfiS
ONAI.}Ea����
Luis R. Lomas P.E.
FL No.: 62514
REVISIONS
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
1 /''" MIN.
STANCE
MIN.
v1EN�
MAX.
SPACE
WOOD SCREW
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1 /4" MAX.
i SHIM SPACE
i
1 1/4" MIN.
EMBEDMENT
1 /2" MIN.
EDGE DISTANCE
#10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
REV DESCRIPTION DATE APPROVED
A REVISED PAGES NUMBER 07/24/2020 R.L.
1 /4" MAX.
SHIM SPACE
JAMB INSTALLATION DETAIL
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
SHWINCO ARCNITLCTURAL PRODUCTS, LLC
171 JET SERVICES WAY
DOTHAN, AL 36303
SERIES 9700 VINYL SGD 8080
IMPACT HVHZ
FRAME INSTALLATION DETAILS
DRAWN: DWG NO. REV
R. L. 08-03567 A
SCALE NTS DATE 06/05/2020 T
HEET 3 OF 1 1
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 rllomasCalrlomaspe.00m
SIGNED: 0712412020
�\\� 5 R • L
o , TAT OF
0N0 AL
a
Luis R. Lomas P.E.
FL No.: 62514
REVISIONS
M ETA L
STRUCTURE
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
M ETAL
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1 /2" MIN.
EDGE DISTANCE
1 /4" MAX.
SHIM SPACE
1 /2" Mli
EDGE DISTA
#10 SMS OR #10 SMS OR
SELF DRILLING SELF DRILLING
SCREW SCREW
M ETAL
STRUCTURE
RIOR BY OTHERS
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1 /4" MAX.
SHIM SPACE
BACKER F)
& APPROVED
SEALANT
REV DESCRIPTION DATE APPROVED
A REVISED PAGES NUMBER 07/24/2020 R.L.
1 /4" MAX.
SHIM SPACE
JAMB INSTALLATION DETAIL
METAL STRUCTURE 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
SHWINCO ARCHITECTURAL PRODUCTS, LLC
171 JET SERVICES WAY
DOTHAN, AL 36303
SERIES 9700 VINYL SGD 8080
IMPACT HVHZ
FRAME INSTALLATION DETAILS
DRAWN: DWG NO. REV
R.L. 08-03567 A
SCALE NTS DATE 06/05/2020 SHEET 4 OF 1 1
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 rllomasCalrlomaspe.00m
SIGNED: 0712412020
Vt.. L 0
�.•'ti�GENs •p
o , TAT OF
/0N8AL
Luis R. Lomas P.E.
FL No.: 62514
REVISIONS
MASONRY/
CONCRETE
BY OTHERS
OPTIONAL 1 X BUCK
SEE NOTES 3 — 7
SHEET 1
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
OPTIONAL 1 X BUCK
SEE NOTES 3 — 7
SHEET 1
MASONRY/
CONCRETE
BY OTHERS
VERTICAL CROSS SECTION
CONCRETE/MASONRY INSTALLATION
2" MIN.
EDGE DISTANCE
1 1 /4" MIN.
° EMBEDMENT
1 /4" MAX.
SHIM SPACE
3/16" TAPCON
1 /4" MIN
EMBEDMENT
2" °
MIN.
EDGE °
DISTANCE
°
0
°
v
°
3/16" TAPCON a
v
OPTIONAL 1 X BUCK
INTERIOR SEE NOTES 3 — 7
SHEET 1
SILL TO BE SET
N A BED OF
APPROVED SEALANT
1 /4" MAX.
SHIM SPACE
MASONRY/CONCRETE
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
REV DESCRIPTION DATE APPROVED
A REVISED PAGES NUMBER 07/24/2020 R.L.
1 /4" MAX.
SHIM SPACE
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY 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
SHWINCO ARCHITECTURAL PRODUCTS, LLC
171 JET SERVICES WAY
DOTHAN, AL 36303
SERIES 9700 VINYL SGD 8080
IMPACT HVHZ
FRAME INSTALLATION DETAILS
DRAWN: DWG NO. REV
R.L. 08-03567 A
SCALE NTS DATE 06/05/2020 SHEET 5 OF 1 1
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 rllomasCalrlomaspe.00m
SIGNED: 0712412020
Vt.. L 0
�,•+ti�GENs •p
c,
o , TAT of
;';�ISjnNAUs L}Ea���
Luis R. Lomas P.E.
FL No.: 62514
REVISIONS
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
EXTERIOR
1 /2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
1 /''" MIN.
DISTANCE
MIN.
vl EE N�
4" MAX.
d SPACE
10 WOOD SCREW
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
STRAP
/ #10 WOOD SCREW
1 /4" MAX.
SHIM SPACE
1 1 /4"
MIN EMBEDMENT
1 1/4" KAINI
EMBEDM
1 /2" MIN.
EDGE DISTANCE
#10 WOOD
SCREW
STRAP
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER F)
& APPROVED
SEALANT
REV DESCRIPTION DATE APPROVED
A REVISED PAGES NUMBER 07/24/2020 R.L.
1 //I" N�AV
JAMB INSTALLATION DETAIL
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
SHWINCO ARCNITLCTURAL PRODUCTS, LLC
171 JET SERVICES WAY
DOTHAN, AL 36303
SERIES 9700 VINYL SGD 8080
IMPACT HVHZ
STRAP INSTALLATION DETAILS
DRAWN: DWG NO. REV
R.L. 08-03567 A
SCALE NTS DATE 06/05/2020 T
HEET 6 OF 1 1
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 rllomasCalrlomaspe.00m
SIGNED: 0712412020
k • L 0
�.•'ti�GENs •p
o , TAT OF
0N0 AL
a
Luis R. Lomas P.E.
FL No.: 62514
REVISIONS
M ETA L
STRUCTURE
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
M ETAL
STRUCTURE
BY OTHERS
LI-Aill UIJIMINI,L
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1 /2" MIN.
)GE DISTANCE
1 /4" MAX.
SHIM SPACE
#10 SMS OR
SELF DRILLING
SCREW
STRAP
BE SET
D OF
ED SEALANT
STRAP
1 /4" MAX.
SHIM SPACE
i
1 /2" MIN.
EDGE DISTANCE
#10 SMS OR
SELF DRILLING
SCREW
STRAP
M ETAL
STRUCTURE
BY OTHERS
BACKER F)
& APPROVED
SEALANT
REV DESCRIPTION DATE APPROVED
A REVISED PAGES NUMBER 07/24/2020 R.L.
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
#10 SMS OR NOTES:
SELF DRILLING 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
SCREW NOT SHOWN FOR CLARITY.
1 /4" MAX. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SHIM SPACE DESIGNED IN ACCORDANCE WITH ASTM E2112
SHWINCO ARCHITECTURAL PRODUCTS, LLC
171 JET SERVICES WAY
DOTHAN, AL 36303
SERIES 9700 VINYL SGD 8080
IMPACT HVHZ
STRAP INSTALLATION DETAILS
DRAWN: DWG NO. REV
R.L. 08-03567 A
SCALE NTS DATE 06/05/2020 SHEET 7 OF 1 1
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 rllomasCalrlomaspe.00m
SIGNED: 0712412020
Vt.. L 0
o , TAT OF
/0N8AL
Luis R. Lomas P.E.
FL No.: 62514
REVISIONS
MASONRY/
CONCRETE
BY OTHERS
OPTIONAL 1 X BUCK
SEE NOTES 3 — 7
SHEET 1
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
OPTIONAL 1 X BUCK
SEE NOTES 3 — 7
SHEET 1
MASONRY/
CONCRETE
BY OTHERS
�a
d
a
a
a a
EXTERIOR
2" MIN.
EDGE DISTANCE
1 1 /4" MIN.
EMBEDMENT
1
1 /4" MAX.
SHIM SPACE
3/16" TAPCON
STRAP
I
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
STRAP
3/16" TAPCON
"F� Q OAi
a
a
da
a
d
2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETE/MASONRY INSTALLATION
1 /4" MAX.
SHIM SPACE
1 1 /4" MIN
EMBEDMENT
REV DESCRIPTION DATE APPROVED
A REVISED PAGES NUMBER 07/24/2020 R.L.
1 1 /4" MIN. 1 /4" MAX.
EMBEDMENT SHIM SPACE
2" MIN.
EDGE DISTANCE
3/16" TAPCON a
luj INTERIOR
a °
v
OPTIONAL 1 X BUCK
Q
SEE NOTES 3 — 7 JQ
SHEET 1 ° Q
v
MASONRY/
CONCRETE o EXTERIOR
BY OTHERS
BACKER ROD JAMB INSTALLATION DETAIL
& APPROVED CONCRETE/MASONRY INSTALLATION
SEALANT
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
SHWINCO ARCHITECTURAL PRODUCTS, LLC
171 JET SERVICES WAY
DOTHAN, AL 36303
SERIES 9700 VINYL SGD 8080
IMPACT HVHZ
INSTALLATION DETAILS
DRAWN: DWG NO. REV
R.L. 08-03567 IA
SCALE NTS DATE 06/05/2020 1SHEET OF 11
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 rllomasCalrlomaspe.00m
SIGNED: 0712412020
R • L 0 crz
o , TAT OF
Luis R. Lomas P.E.
FL No.: 62514
REVISIONS
APPROVED
SEALANT
BEHIND FIN
#8 WOOD
SCREW
7/16" MIN
EDGE DISTANCE — R
D
7/16" MIN
EDGE DISTANCE
#8 WOOD SCREW
APPROVED
SEALANT
BEHIND FIN
1 1 /4" MIN.
EMBEDMENT
WOOD
FRAMING
BY OTHERS
J
1 /4" MAX
SHIM SPACE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
REV DESCRIPTION DATE APPROVED
A REVISED PAGES NUMBER 07/24/2020 R.L.
1 /4" MAX
SHIM SPACE
WOOD FRAMING
BY OTHERS
#8 WOOD
SCREW
1
Iv
EMBE
APPROVED
SEALANT
BEHIND FIN
7/16" MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
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
1 /4" MAX
HIM SPACE
SHWINCO ARCHITECTURAL PRODUCTS, LLC
171 JET SERVICES WAY
DOTHAN, AL 36303
WOOD
FRAMING SERIES 9700 VINYL SGD 8080
BY OTHERS IMPACT HVHZ
FIN INSTALLATION DETAILS
DRAWN: DWG NO. REV
R. L. 08-03567 A
SCALE NTS DATE 06/05/2020 SHEET 9 OF 1 1
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 rllomasCalrlomaspe.00m
SIGNED: 0712412020
�\\� 5 R • L
o , TAT OF
/0N8AL;a\�
Luis R. Lomas P.E.
FL No.: 62514
REVISIONS
APPROVED
SEALANT
BEHIND FIN
#8 SMS OR
SELF DRILLING
SCREW
7/16" MIN
EDGE DISTANCE
7/16" MIN
EDGE DISTANCE
#8 SMS OR
SELF DRILLING
SCREW
APPROVED
SEALANT
BEHIND FIN
VL:H I /UAL Ut-fVJJ JtU I IVIV
METAL STRUCTURE INSTALLATION
METAL STRUCTURE
BY OTHERS
vIAX
DAC E
IR
METAL STRUCTURE
BY OTHERS
#8 SMS OR
SELF DRILLING
SCREW
APPROVED
SEALANT
BEHIND FIN
7/16" MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
REV DESCRIPTION DATE APPROVED
A REVISED PAGES NUMBER 07/24/2020 R.L.
1 /4" MAX
CNIKA CPA( F
METAL STRUCTURE 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
1 /4" MAX
HIM SPACE
SHWINCDOTHAN, AL 36303O ARCHITECTURAL PRODUCTS, LLC
171 JET SERVICES WAY
METAL STRUCTURE
BY OTHERS SERIES 9700 VINYL SGD 8080
IMPACT HVHZ
FIN INSTALLATION DETAILS
DRAWN: DWG NO. REV
R. L. 08-03567 A
SCALE NTS DATE 06/05/2020 SHEET 10 OF 1 1
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 rllomasCalrlomaspe.00m
SIGNED: 0712412020
Luis R. Lomas P.E.
FL No.: 62514
REVISIONS
ZU
HORIZONTAL CROSS SECTION
FOR REFERENCE ONLY, SEE SHEETS 3-10 FOR INSTALLATION DETAILS
5 7/8"
o O�D
1 7/8"
a —1 LL�JJ �)��LLLaJJJ
FINLESS FRAME
PVC .070" THICK
1"
3/16" ANN
0.090" PVB BY EASTMAN
3/16" TEMP 3/16" ANN
ASEAL
BYRQUANEX
7/8
GLAZING DETAIL
DOW 995
SETTING BLOCK
598000CA BY PTI
EPDM 80 DURO
5 7/8"
3 1 /8"
FIN FRAME
PVC .070" THICK
1 /2"
GLAZING BEAD
PVC .050" THICK
_�� 2 5/8"
3/8„
PVC .060" THICK
—f
1 7/8"
1 1 5/ 1 6"
1 3/ 1 6"
—wTh4
TQ A f' k-'
ALUMINUM .060" THICK
1 1 5/ 1 6"
1 1 /4"
PICI=R
1 3/4"
SASH FRAME
PVC .070" THICK
11/16"
2 11/16"
C11I C21CGL?
ALUMINUM .060" THICK ALUMINUM .070" THICK
REV DESCRIPTION DATE APPROVED
A REVISED PAGES NUMBER 07/24/2020 R.L.
4 1/16"
3/16" STRAP
1 9/1 6"
1 6"
3 9/16"
SASH REINFORCEMENT
ALUMINUM .090" THICK
GALVANIZED STEEL .065" THICK
2 1 /4"
oa
Q
uarr�-�rr.��r
rVLI.unv IMILIA
SHWINCO ARCHITECTURAL PRODUCTS, LLC
171 JET SERVICES WAY
DOTHAN, AL 36303
SERIES 9700 VINYL SGD 8080
IMPACT HVHZ
COMPONENTS
DRAWN: DWG NO. REV
R.L. 08-03567 A
SCALE NTS DATE 06/05/2020 SHEET 1 1 OF 11
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 rllomasCalrlomaspe.00m
3 5/ 1 6"
11
SIGNED: 0712412020
R • L 0 �//,
�,•+ti\GENcrz
S •�'
o 4-TAT of
S/0N0 a
Luis R. Lomas P.E.
FL No.: 62514