HomeMy WebLinkAboutWindows & Doors Product InformationA' aaOc'l- V % 0 I � RECEIVED
AMERICAN CRAFTSMAN WINDOWS pSt. Luce County
SILVER LINE WINDOWS AND DOORS .Permitting
GENERAL NOTES:
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 E1886-12
• ASTM E1996-27
• AAMA/WDMA/CSA 101/I.S.2/A440-11
2.
ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION 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
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
4.
THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL 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 DOCUMENT IN
NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT
APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR
AHJ.
S.
APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
ON THIS PRODUCT IN 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
J�
GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS.
i
70 SERIES / V1 SERIES / (2127)
SINGLE- HUNG WINDOWS
(HVHZ) (IMPACT)
MAX OVERALL SIZE
CONFIG.
DESIGN
PRESSURE
MISSILE
IMPACT RATING
WIDTH
HEIGHT
52"
73°
O/X
+55/-60 PSF
LMI/SMI
FILE COPY
REVIEWED FOR
CODE COMPLIANCE
SP. LUCIE COUNTY BOCC
-P6//
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES & GLAZING DETAIL
2
-
ELEVATION & ANCHOR LAYOUTS
3
-
VERTICAL SECTIONS
4
-
HORIZONTAL SECTIONS
S
HORIZONTAL &VERTICAL SECTIONS, INSTALLATION NOTES &
REINFORCEMENT DETAILS
IIERICAN CRAFTSMAN WIND01
VER LINE WINDOWS AND D00
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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DATE
7TH FBC EDITION
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SETTING BLOCK
DATE: 01.23.18
DOW 995 SEALANT
TREMCO 5700 SEALANT
DWG. BY:
CHK. BY:
GLAZING DETAIL 1
HR
I HFN
SCALE: NTS
NOTE:
DWG.#: SWD050
ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH
SAFETY GLAZING REQUIREMENTS OUTLINED IN
SHEET:
CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
MAX. O.A FRAME
WIDTH 52"
_ MAX. D.L.O. _
WIDTH 47,69"
3" MAX.
A B
FROM
3 3
CORNERS
"0..
6" MAX .-
MAX. D.L.O.
O.C.
HEIGHT33.50" C
4
MAX. O.A
FRAME
HEIGHT
73"
D
4
MAX.
HEIGHT 33.50"
3" MAX.
FROM
CORNERS �T
T
ELEVATION
SINGLE HUNG WINDOW
4�.
ANCHOR LAYOUT
NAIL FIN - SINGLE HUNG WINDOW
6" MAX. 6.25" MAX.
O.C. FROMCORNERS
es-
CORNERS I I
NOTE:
ALL FASTENERS ABOVE
THE MEETING RAIL IN
THE INTERIOR JAMB
TRACK MUST BE FLAT HEAD
12.50" MAX.
O.C.
6.25" MAX.
FROM
CORNERS
r
ANCHOR LAYOUT
THROUGH FRAME -SINGLE HUNG WINDOW
AERICAN CRAFTSMAN WINDOI
VER LINE WINDOWS AND DOC
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, NJ 08902
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A VERTICAL SECTION
3 NAIL FIN
SEE GLAZING
DETAIL, SHEETI
INTERIOR
SEE GLAZING
r DETAIL, SHEET 1
VERTICAL SECTION
3 THRU FRAME
AMERICAN CRAFTSMAN WINDOWS
iLVER LINE WINDOWS AND DOORS
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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SECTION FOR INTERIOR SECTION FOR
BLOCK & TACKLE SEE GLAZING SEE GLAZING CONSTANT FORCE
BALANCERS \ DETAIL SHEET 1 DETAIL SHEET 1 1 BALANCERS
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EXTERIOR
-
D.L.O.
MAX. FRAME WIDTH
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HORIZONTAL SECTION
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UPPER SASH
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INTERIOR
DETAIL SHEET 1
CETAI
EXTERIOR
D.L.O. -
MAX. FRAME WIDTH
p HORIZONTAL SECTION
4 LOWER SASH
AERICAN CRAFTSMAN WINDO%
.VER LINE WINDOWS AND DOD
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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MIN. SUL351 RA Tt
EDGE DISTANCE /- BY OTHERS
/ MIN.
EMBEDMENT
PERIMETER SEALANT Q 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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2
EXTERIOR
1/4" MAX.
SHIM SPACE
INTERIOR
PERIMETER SEALANT
BY OTHERS
EXTERIOR y
BY OTHERS
SCREW IN THE INTERIOR
CHANNEL
MIN.
EDGE DISTANCE
SCREW IN THE EXTERIOR
CHANNEL
MIN.
EMBEDMENT
HORIZONTAL SECTION
5 THROUGH FRAME (JAMB)
0.83"
bd�
0.77" �09,,
INTERIOR T
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OLOCKRAILTOP O
ALUMINUMINUM
MIN. EDGE
DSTANCE
THORIZONTAL SECTION E 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 IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT
DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/81NCH. SHIM
WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
5. FOR MASONRY OR CONCRETE OPENINGS, 1X WOOD BUCK MAY BE USED (OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE. SEE GENERAL NOTE #3 ON SHEET 1 FOR MORE
INFORMATION.
6. MINIMUM EMBEDMENT AND 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.
j 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 JAMB TRACK, USE FLAT HEAD ANCHORS.
MIN. EMBEDMENT SUBSTRATE
I— BY OTHERS
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SHIM SPACE
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HORIZONTAL SECTION
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NAIL FIN (HEAD)
REINFORCEMENT DETAILS
0
0.87" .34"
0.13"
h— 0.46"
0.06" 0.87"
0.45"
LOCK MEETING RAIL O BOTTOM LIFT RAIL & SASH
ALUMINUM ALUMINUM
ANCHOR SCHEDULE
METHOD
SUBSTRATE
ANCHORSCHEDULE
MIN EMBEDMENT
MIN. EDGE
DISTANCE
W000: MIN. SO=0.55
#8WOODSCREWPAN
1.5'
D.75'
HEAD
NAILING FIN
METAL: 18 GAUGE Steel,
#STEKSCREW
3 THREADS MIN
MIN. Fy-33KS1
PENETRATION BEYOND
0.50'
METAL
610 PAN HEAD IN
1.5'
0.75"
EKTERIOR CHANNEL
WOOD: MIN. SO = 0.55
#10 FLAT HEAD IN THE
1 5'
0.7E
INTERIOR CHANNEL
#70 PAN HEAD IN
3 THREADS MIN
EXTERIOR CHANNEL
PENETRATION BEYOND
0.50'
METAL: 18 GAUGE Steel,
METAL
THROUGH FRAME
MIN. Fy - 33KSI
#10 FLAT HEAD IN THE
3 THREADS MIN
INTERIORCHANNEL
PENETRATION BEYOND
0.50'
METAL
CONCRETE PF30001`S1
3/16'RWTAPOON
1.2E
175,
FLAT HEAD
3/16'RWTAPCON
�SON-.MU-IASTM�
C80 MIN.2000 PSI
FLAT HEAD
125.
1.75'
AERICAN CRAFTSMAN WINDOV
.VER LINE WINDOWS AND COO
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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DATE
7TH FBC EDITION
NUS
O/14/2
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FL #:
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DATE: 01.23.18
DWG. BY:
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SCALE: NTS
DWG.#: SWD050
SHEET:
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