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FL1411-R12
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Silver Line Building Products Corp.
Locke Bowden P.E.
Approved
HistoN
FL#: FL14911.5
j3341 300-4800
Model: VI Series/70 Series (2127)
Description: Single -Hung Window
Category: Windows
Subcategory: Single Hung
-HPProvea oy vorrc. npprovais oy vorn snap oe reviewea ana ranneo oy the roc ana/or the commission rc necessary.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
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https://floridabuilding.org/pr/pr_app_lst.aspx 8/6121, 12:31 PM
Page 1 of 1
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOORS
GENERALNOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E330-02
• ASTM E2886-12
• ASTM E1996-17
• AAMA/WDMA/CSA 101/IS.2/A440-11
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING, AN D METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOU N DATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBI LITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENTIN
NON-HVHZAREAS. IN HVHZAREAS, ONETIME PRODUCT
APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR
AHI.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
ON THIS PRODUCTIN AREAS REQUIRING IMPACT
RESISTANCE.
6. WINDOW FRAME MATERIAL: PVC
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC, WOOD
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CHAPTER 23.
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300
GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS.
70 SERIES / VI SERIES / (2127)
SINGLE— HUNG WINDOWS
(HVHZ) (IMPAC7)
MAX OVERALLSIZE
CONFIG.
DESIGN
PRESSURE
MISSILE
IMPACTRATING
WIDTH
HEIGHT
52"
73"
O/X
+55/-60 PSF
LMI/SMI
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES&GLAZING DETAIL
2
-
ELEVATION & ANCHOR LAYOUTS
3
-
VERTICAL SECTIONS
4
-
HORIZONTAL SECTIONS
5
HORIZONTAL & VERTICAL SECTIONS, INSTALLATION NOTES &
REINFORCEMENT DETAILS
EXTERIOR
STEEL SPACER
1/8" OR 3/32"
SETTING BLOCK
43/64" O.A. I.G. LAMINATED GLASS
CONSISTING OF:
1/8" ANNEALED GLASS
7/32"STEEL SPACER
GLASS
F_
0.090"AFLE)(ANNEALED
0.090" SAFLEX PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY
3/32" ANNEALED GLASS
GLAZING DETAIL 1
INTERIOR
MIN. GLASS
BITE7/16"
...-.1995 SEALANT
TREMCO 5700 SEALANT
NOTE:
ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH
SAFETY GLAZING REQUIREMENTS OUTLINED IN
CURRENT FBC AND ASTM E 1300GLASS LOAD
RESISTANCE.
AERICAN CRAFTSMAN WINDOI
.VER LINE WINDOWS AND DOC
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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FL #:
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DATE: 01.23.18
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SCALE: NTS
DwG. #: SW D050
SHEET:
I
MAX. O.A FRAME
WIDTH 52"
MAX D.L.O.
WIDTH 47.69"
A B
3 3
.O.
MAX. DLO
.0 "
HEIGHT33.50" C
4
MAX.O.A
FRAME
HEIGHT
73"
D
4
MAX D.L.O.
HEIGHT 33.50"
I L
ELEVATION
SINGLE HUNG WINDOW
3" MAX.
FROM —
CORNERS
6" MAX._
O.C.
3" MAX.
FROM
CORNERS
_6" MAX. 6.25" MAX.
O.C. FROM
CORNERS
NOTE:
ALL FASTENERS ABOVE
THE MEETING RAIL IN
THE INTERIOR JAMB
TRACK MUST BE FLAT HEAD 1
.J-
12.50" MAX.
O.C.
ANCHOR LAYOUT
NAIL FIN -SINGLE HUNG WINDOW
6.25" MAX.
FROM —L
CORNERS
ANCHOR LAYOUT
THROUGH FRAME -SINGLE HUNG WINDOW
AMERICAN CRAFTSMAN WINDOW:
SILVER LINE WINDOWS AND DOOR
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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_ SEEGLAZING
DETAIL, SHEET 1
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3 THRU FRAME
AERICAN CRAFTSMAN WINDO%
VER UNE WINDOWSAND DOC
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, N108902
PH: (888)741.0354
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2 STAYS OF J Ir
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_ CDif, of ADMOWlATON No. 29518
FL #:
FL14911
DATE: 01.23.18
SCALE:
DWG. #:
SHEET:
SECTION FOR
INTERIOR
SECTION FOR
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SEE GLAZING
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EXTERIOR
D.L.O.
MAX. FRAME WIDTH
rff-� HORIZONTAL SECTION
4 LOWER SASH
AERICAN CRAFTSMAN WINDOI
.VER LINE WINDOWS AND DOC
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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MIN. SUBSTRATE
EDGEDISTANCE BYOTHERS
MIN.
EMBEDMENT
PERIMETER SEALANT -T 1/4" MAX
BY OTHERS SHIM SPACE
EXTERIOR U
INTERIOR
VERTICAL SECTION
5
THROUGH FRAME (HEAD)
1/4" MAX.
SUBSTRAT
SHIM SPACE
BY OTHERS
INTERIOR
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EXTERIOR
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SHIM SPACE
INTERIOR �
PERIMETER SEALANT
BY OTHERS
EXTERIOR
SUBSTRATE
-BY OTHERS
SCREW IN THE INTERIOR
'CHANNEL
MIN.
EDGE DISTANCE
SCREW IN THE EXTERIOR
CHANNEL
MIN.
EMBEDMENT
g�HORIZONTAL SECTION
5 THROUGH FRAME (JAMB)
0.83"
0 —
0
INTERIOR
LOCK RAIL TOP O
ALUMINUM _
MIN. EDGE
DISTANCE
THORIZONTAL SECTION VERTICAL SECTION
NAIL FIN (JAMB) 5 MEETING STILE
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBER OFANCHORSTO BE USED FOR PRODUCT INSTALLATION OFTHE
MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT
DETAILS (I.E., WITHOUT CONSIDERATION OFTOLERANCES). TOLERANCESARE NOTCUMULATIVE FROM ONE INSTALLATION ANCHORTOTHE NEXT.
4. SHIM AS REQUIREDATEACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACKTO BE 3/81NCH. SHIM
WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
S. FOR MASONRY OR CONCRETE OPENINGS, 1X WOOD BUCK MAY BE USED (OPTIONALAS LONG AS THE MINIMUM EMBEDMENTAND EDGE
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE. SEE GENERAL NOTE #3 ON SHEET 1 FOR MORE
INFORMATION.
6. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND
SIDING.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATING.
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
9. 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 BY THE ANCHOR MANUFACTURER.
10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR IAMB TRACK, USE FLATHEAD ANCHORS.
MIN. EMBEDMENT
BY OTHERS
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1/4" MAX.
SHIM SPACE
EXTERIOR
INTERIOR
HORIZONTAL SECTION
5
NAIL FIN (HEAD)
REINFORCEMENT DETAILS
�{ [--0.87"
-I�0.T106„
o.as"
LOCK MEETING RAIL
O
ALUMINUM
0.34°
0.13"
Y— 0.46"
1.17"
BOTTOM LIFT RAIL & SASH
ALUMINUM
ANCHOR SCHEDULE
MEfMOD
SUBSTRATE
ANCHOR SCHEDULE
MIN EMBEDMENT
MN. EDGE
DISTANCE
WOOD: MN. SG-0.55
08MODSCREW
15'
0.75,
PAW HEAD
NAILING FIX
METAL: 18 GAUGE Steel,
M8 TEK SCREW
7THREADS MN
MN.Fy=03K51
PENETRATION BEYOND
0.50'
METAL
010 PAN HEAD N
IV
0.75,
EXTERIOR CHANNEL
WOOD: MN. SG a 0.55
#10 FLAT HEAD N THE
03
INTERIOR CHANNEL
#10 PAW HEAD IN
OTHREADSMIN
EXTERIOR CHANNEL
PENETRATION BEYOND
0.60'
METAL: 18 GAUGE Steel,
METAL
THROUGH FRAME
MN. Fy=00KSI
FLATHEAD N
/IN
0RATIOTHREADS MIN
INTERIOR EL
INTERIOR CHANNEL
BEYOND
PENEITLMETA BEYOND
0.50'
METAL
CONCRETE:h=3000PS1
3116`RWTAPCON
1.25'
1.75'
FLATHEAD
MASONRY: CMU 5ASTM
3116' ITWTAPCON
125'
1.75'
C80 MN. 2000 PSI
FLATHEAD
AERICAN CRAFTSMAN WIN DOI
VER LINE WINDOWS AND DOC
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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7TH FBC EDITION NU D/14/2
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FHVE CERT.OF AlIR10RPATON Ne. }951a
FL#:
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DATE: 01.23.18
DING. 8 CHK. BY:
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