American Craftsman 5250727GLS 52 in. x 49.5 in. 70 Series Low-E Argon SC Glass Single Hung White Vinyl FL Flange Window Instructions

R\Clients\Silverline Building Products - P\Florida Product Approvals\FL-14911\C - Drawings\FL-14911 (2014)\FL-14911.20-.21.dwg, FL-14911.21
Silverline
byAndersen
WINDOWS DOORS
SERIES 70 - MODEL 2127FL
EXTRUDED VINYL SINGLE HUNG WINDOW
w/ or w/out FLANGE
"NON-IMPACT"
GENERAL NOTES
1. This product has been evaluated and is in compliance with the Sth Edition (2014) Florida Building
Code (FBC) structural requirements including the "High Velocity Hurricane Zone” (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base
material shall be beyond wall dressing or stucco.
3. When used in the "HVHZ" this product is required to be protected with an impact resistant
covering that complies with Section 1626 of the FBC.
4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is
required to be protected with an impact resistant covering that complies with Section 1609.1.2
of the FBC.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x
buck masonry construction.
6. Site conditions that deviate from the details of this drawing require further engineering analysis
by a licensed engineer or registered architect.
7. This product meets water infiltration requirements for "HVHZ".
TABLE OF CONTENTS
SHEET# |DESCRIPTION
] Typical elevation, design pressures & general notes
2 Horizontal & vertical cross sections
3 Horizontal & vertical cross sections
4 Buck and frame anchoring
5 Bill of materials, glazing details & components
74.08" MAX. OVERALL FLANGE HEIGHT
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3/24/15 [UPDATE TO STH ED. (2014) FBC | LFS | PART OR ASSEMBLY:
2/19/13 |REVISE MODEL NO./DRWG. NO.
53.25" x 63.58"
52.00" x 62.50"
47.69" x 28.25"
53.25" x 74.08"
52.00" x 73.00"
47.69" x 33.50"
2
1
NO] DATE
REVISIONS
DATE: 10/30/12
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL—14911.21
suEET 1 OF_5
O 2012 R.W. BUILDING CONSULTANTS INC.
R\Clients\Silverline Building Products - P\Florida Product Approvals\FL-14911\C - Drawings\FL-14911 (2014)\FL-14911.20-.21.dwg, 2.24
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(1 HORIZONTAL CROSS SECTION
EXTERIOR
NOTE:
1. LOCATE OPERATING SASH LOCKS 7.5"
FROM EACH END OF THE ACTIVE
MEETING RAIL, FASTEN WITH (2) #8 x 3/4"
SELF TAPPING SCREWS.
2. LOCATE SASH KEEPER 6.5" FROM EACH
END OF THE MEETING RAIL, FASTEN
WITH (2) #6 x 3/4" SCREWS.
1
BELOW THE MEETING RAIL (37
\2/ Shown w/ 2X buck
ABOVE THE MEETING RAIL ( 23
1 1/4 MIN.
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\ 2 / Shown w/ 2X buck
FL—14911.21
SHEET 2 OF _O
© 2012 R.W. BUILDING CONSULTANTS INC.
R:\Clients\Silverline Building Products - P\Florida Product Approvals\FL-14911\C - Drawings\FL-14911 (2014)\FL-14911.20-.21.dwg, 3.24
24) ABOVE THE MEETING RAIL
ABOVE THE MEETING RAIL (24
1 1/4" MIN.
22
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1-1/4" MIN. _
EMB. TYP. = BELOW THE MEETING RAIL
(1 HORIZONTAL CROSS SECTION
NOTE: 37 Shown w/ 1X buck
1. LOCATE OPERATING SASH LOCKS 7.5"
FROM EACH END OF THE ACTIVE
MEETING RAIL, FASTEN WITH (2) #8 x 3/4"
SELF TAPPING SCREWS.
2. LOCATE SASH KEEPER 6.5" FROM EACH
END OF THE MEETING RAIL, FASTEN
WITH (2) #6 x 3/4" SCREWS.
(3 (VERTICAL CROSS SECTION
\ 37 Optional masonry sill
FRAME SHOWN w/ OPTIONAL
FLANGE (TYP. THIS SHEET)
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DATE: 10/30/12
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL—14911.21
SHEET _3 OF_5
© 2012 R.W. BUILDING CONSULTANTS INC.
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MASONRY = MASONRY | MASONRY = 17 x=
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BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING IS e
MASONRY 52" X 73" MAX. 42" X 58" MAX. a 9
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CONCRETE ANCHOR NOTES: ole 8
1. Concrete anchor locations at the corners may be adjusted to maintain the min. т =
edge distance to mortar joints. =
2. Concrete anchor locations noted as "MAX. O.C. (TYP.)" must be adjusted to SIS
maintain the min. edge distance to mortar joints, additional concrete anchors =)
may be required to ensure the "MAX. O.C. (TYP.)" dimensions are not exceeded. Wim
3. Concrete anchor table: S SE
"ANCHOR JANCHOR |: MIN. = | MIN. CLEARANCE ‘| MIN. CLEARANCE So
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TEE ME mr EDGE rr ANC HOR i N ©
ITW В " я à DATE: 10/30/12
TAPCON® | 1/4 1-1/4 2 3 SCALE: N.T.S.
ELCO " n " п DWG. BY: JK
ULTRACON®| 1/4 1-1/4 1 4 ———
WOOD SCREW INSTALLATION NOTES: DRAWING NO.:
1. Maintain a minimum 5/8" edge distance, 1" end distance, & 1" o.c. spacing of FL—14911.21
wood screws to prevent the splitting of wood. 1 5
SHEET _4 OF 5
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© 2012 R.W. BUILDING CONSULTANTS INC.
R\Clients\Silverline Building Products - P\Florida Product Approvals\FL-14911\C - Drawings\FL-14911 (2014)\FL-14911.20-.21.dwg, 5.24
BILL OF MATERIALS
ITEM| DESCRIPTION MATERIAL
1 | EXTRUDED PVC MAIN FRAME #52-2611* PVC
2 | EXTRUDED PVC SILL #52-2673* PVC
3 | EXTRUDED PVC SASH INTERLOCK GLAZING BEAD #1257 * PVC
4 | EXTRUDED PVC MEETING RAIL #52-2907* PVC
5 | EXTRUDED PVC TOP LIFT RAIL #52-2949* PVC
6 | EXTRUDED PVC BOTTOM RAIL #52-2905* PVC
7 | EXTRUDED PVC STILE #52-2905* PVC
9 | EXTRUDED PVC GLAZING BEAD (VERT. & HORT.) #52-1227* PVC
10 | OPERABLE SASH LOCK #12-2241 -
11 | SASH KEEPER #12-2240 STEEL
12 | FIXED MEETING RAIL REINFORCEMENT #50-2608 ALUM.
14 | LOCK RAIL REINFORCEMENT #50-2609 ALUM.
15 | BOTTOM LIFT RAIL & SASH REINFORCEMENT #50-2967 ALUM.
16 | WINDOW SCREEN -
17 | WEATHERSTRIP PILE W/FIN .187 x .270, LOCK RAIL & SASH (ULTRAFAB) -
18 | WEATHERSTRIP PILE W/FIN .187 x .230, FIXED MEETING RAIL (ULTRAFAB) -
19 | WEATHERSTRIP PILE W/FIN .187 x .150, SILL (ULTRAFAB) -
20 | WEATHERSTRIP VINYL BULB .187" x .375" @ (AMESBURY) -
22 | GLAZING COMPOUND (DOW #1199) SILICONE
23 | #10 X 2" PPH SMS STEEL
24 | 1/4" X 2-3/4" PFH ELCO OR [TW CONCRETE SCREW STEEL
25 | 2XBUCK SG >=0.55 WOOD
26 | 1/4 MAX. SHIM SPACE -
27 MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
29 | 1X BUCK WOOD
30 | INTERCEPT SPACER STEEL
31 | SASH KEEPER #12-5550-030 STEEL
32 | OPERABLE SASH LOCK #12-5K01-100 STEEL
33 | TILT LATCH #07-76625 STEEL
34 | #8 X 1" PPH SMS STEEL
35 | SUPERSPACER BUTYL
36 | TILT LATCH (HP-1 MFG. BY ASHLAND) STEEL
37 | #10 X 3" PPH SMS STEEL
38 | 1/4" X 4" PFH ELCO OR [TW CONCRETE SCREW STEEL
* THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED
BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS".
© EXTRUDED PVC BOTTOM RAIL
, - Ш - | 1.16 Г
|
7 ——|-— 0.065'
|
(4) EXTRUDED PVC MEETING RAIL
1.19"
Г 2.19" —
1.19" Г
| =
(7) EXTRUDED PVC STILE
=—
5/8" OVERALL
THK. GLASS
"gag © |
1/8" ANNEALED
| «a
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1 ~~ AIRSPACE
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|
0.21"
(5) EXTRUDED PVC TOP LIFT RAIL
+
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o
LOCK RAIL TOP
Reinforcement
14
a
0.88"
0.063"
LOCK MEETING RAIL
Reinforcement
— 2.69"
Flange
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| > DWG. BY: JK
| Optional Flange CHK. BY: LFS
: (2) PVC SILL DRAWING NO.:
< FL—14911.21
o
SHEET _5 OF_5
O 2012 R.W. BUILDING CONSULTANTS INC.