HomeMy WebLinkAboutSINGLE HUNG WINDOW PAPERWORKPLY GEM WINDOWS 4712/4812 SINGLE -HUNG (NON -IMPACT)
NOTES:
I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE'
FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS
DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER
STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN.
2. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE
OF APPROVED IMPACT PROTECTIVE DEVICES (SHUTTERS).
3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED
IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE I ACCORDING TO
SUBSTRATE TYPE. A MINIMUM CENTER -TO -CENTER SPACING OF 3' SHALL BE MAINTAINED
BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION.
4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR
MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-112' THICK, EMBEDMENT SHALL BE
BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD BUCKS WITH
MASONRY ARE OPTIONAL.
5. WOOD, METAL, OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS, SHALL
BE PROPERLY DESIGNED AND INSTALLED BY OTHERS TO TRANSFER SUPERIMPOSED LOADS
TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVED THESE LOADS SHALL
BE VERIFIED BY THE CONTRACTOR OR AUTHORITY HAVING JURISDICTION (AHJ).
6. IT IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED
BY THE AHJ TO SELECT PLY GEM PRODUCTS TO MEET ALL APPLICABLE LOCAL LAWS,
BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR EACH
INSTALLATION.
7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16' EXIST BETWEEN OPENING AND
FRAME. MAX. SHIM STACK IS 1/4'. SHIMS SHALL BE LOAD -BEARING AND CAPABLE OF
TRANSFERRING LOADS TO THE SUBSTRATE.
8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF
THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS USING ASTM E 2112
AND IS NOT ADDRESSED BY THIS DOCUMENT.
9. INSTALLED GLAZING SHALL COMPLY WITH ASTM E 1300.
10. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF
PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS.
ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO
PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS.
II. A WIND LOAD DURATION FACTOR CD = 1.6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS
ONLY.
12. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL CERTIFIED
TESTING LABORATORIES 110-13259-1, 110-13262-1, 110-13264-1 & 110-13431-1.
13. DESIGNATION 'X' IS FOR OPERABLE PANEL AND 'O' IS FOR•FIXEO PANEL.
14. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT
SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS.
15. USE A BACKER ROD ON ALL JOINTS >3/4' DEEP AND/OR WIDER THAN 1/4'. FINISHED
CAULK JOINT SHOULD BE A MINIMUM OF 3/8' DEEP.
FL 14039.1
SIZE CHART
PRODUCT
OVERALL SIZE
PRODUCT
RATING
MAX. DESIGN
PRESSURE
WIDTH
HEIGHT
4712FL
48'
83.93'
H-LC50
+50/-60 PSF
53'
72'
H-R50
+50/-60 PSF
4712F
53'
72'
H-R50
+50/-60 PSF
48'
83.93'
H-LC50
+501-60 PSF
4612E
48'
84' 1
H-LC50
+50/-60 PSF
48'
96'
H-LC30 1
+30/-30 PSF
TABLE OF CONTENTS
SHEET
SHEET DESCRIPTION
I
GENERAL 6 INSTALLATION NOTES
2
ELEVATIONS 8 ANCHOR LAYOUTS
3
4712FL VERTICAL 6 HORIZONTAL SECTIONS
4
4712F VERTICAL 6 HORIZONTAL SECTIONS
5
4812F VERTICAL. HORIZONTAL SECTIONS 6 GLAZING DETAILS
TABLE 1: INSTALLATION FASTENERS TABLE
LUCBS
Turner
2018-09-06
09:46+19:00
ID SUBSTRATE TYPE ANCHOR TYPE I MIN. EMBED I DIS`TANCEE
FIN INSTALLATION
A
2X MIN SOUTHERN PINE WOOD
(G=0.55)
#8 WOOD SCREW
1-5/8'
3/8'
B
1/8- ALUM. 6063-T5 MIN. OR
#10-16 SELF -DRILLING SCREW
FULL. PLUS 3
16 GAUGE (0.060-) STEEL 36 KSI MIN.
(TEKS/DRIL-FLEX/KWIK-FLEX)
THREADS MIN.
3/8'
FRAME INSTALLATION
C
CONCRETE (2 KSI MIN.)
3/16" ITW TAPCON
1-1/2"
1-1/8"
D
HOLLOW OR GROUT -FILLED CMU
(117 PCF MIN.)
3/16" ITW TAPCON
1"
2"
E
2X MIN SOUTHERN PINE WOOD
(G=0.55)
3/16" ITW TAPCON
1-3/8"
7/8"
F
2X MIN. SOUTHERN PINE WOOD
(G=0.55)
#10 WOOD SCREW
1-3 /8
7 / 8
G
16 GAUGE (0.060') STEEL 36 KSI MIN.
()10-15 SELF -DRILLING SCREW
FULL, PLUS 3
OR 1/8' ALUM. 6063-T5 MIN. I
(TEKS/DRIL-FLEX/KWIK-FLEX)
THREADS MIN.
1/2
*NOTE: ALL SCREWS SHALL HAVE MOD. TRUSS, PAN, OR HEX WASHER HEAD, 0.42' MIN. HEAD OR
WASHER DIAMETER. ALL NAILS SHALL HAVE FULL ROUND HEAD (OR USE CAPS/WASHERS), 0.42'
MIN. HEAD OR WASHER DIAMETER.
fohPly Gems
WINDOWS
1.33 N. MAIN ST.. PO BOX 559.
ROCKY MOUNT. VA 24151
PH: 540.484-6348
FX: 540-484-6683
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9/6/2018
LUCAS A. TURNER, P.E.
FL PE # 58201
TURNER ENGINEERING &
CONSULTING, INC.
(COA # 29779)
2428 OLD NATCHEZ TRACE
TRAIL, CAMDEN, TN 38320
PH. 941-380-1574
)WG #:
PGW029
SHEET: 2 OF 5
INSTALLATION ANCHOR
MIN. EDGE DIST.
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1/2' MIN. GLASS
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NOTE:
GLASS THICKNESS AND TYPE SHALL
INTERIOR COMPLY WITH AST. E 1300 GLASS
CHART REQUIREMENTS
IA' MAX.
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9/6/2018
LUCAS A. TURNER, P.E.
.�
FL PE # 58201
TURNER ENGINEERING &
CONSULTING, INC.
EXTERIOR
COA 29779)
PERIMETER SILICONE CAULK
2428 OLD NATCHEZ TRACE
SEE NOTES 14 B 15, SHEET I
TRAIL, CAMDEN, TN 38320
PH. 941-380-1-157474
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