HomeMy WebLinkAboutProducts Review; Single Hung WindowsAMERIC,AN C�R�►FTSMANVANDU"Vif-S
SILVER LINE WINDOWS AND DOO" a��_F4r_-'
70SERIES /V1 SERIES /(2127��sG��ii e
(FAIFRAI Nr1TFC-
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 E1996-17
• 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-HVHZAREAS. IN HVHZ AREAS, ONE TIME PRODUCT
APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR
AHJ.
5. 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
GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS.
SINGLE- HUNG WINDOWS
(HVHZ)(1MPACT)
MAX OVERALL SIZE
CONFIG.
DESIGN
MISSILE
WIDTH
HEIGHT
PRESSURE
IMPACT RATING
527
73"
O/X
+55/-60PSF
LMI/SMI
TABLE OF CONTE
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
STEELSPACER
1/8" OR 3/32"
SETTING BLOCK
GLAZING DETAIL 1
43/64" O.A. I.G. LAMINATED GLASS
CONSISTING OF:
1/8" ANNEALED GLASS
7/32"STEEL SPACER
3/32" ANNEALED GLASS
0.090" SAFLEX PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY
3/32" ANNEALED GLASS
INTERIOR
MIN. GLASS
BITE 7/16"
..,.V 995 SEALANT
TREMCO S700 SEALANT
NOTE:
ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH
SAFETY GLAZING REQUIREMENTS OUTLINED IN
CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
MERICAN CRAFTSMAN WINDOWS
LVER LINE WINDOWS AND DOORS
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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7TH FBC EDITION
NUS
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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.
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398 E DANIA BEACH BLVD. 4 338
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FBPE CERT. OF AUTHORIZATION No. 2'
FL #:
FL14911
DATE: 01.23.18
DWG. BY: CHK. BY:
HR I HFN
SCALE: NTS
DWG. #: SW D050
SHEET:
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MAX
HEIGF
MAX. O.A FRAME
HEIGHT 73"
MAX
HEIGF
MAX. O.A FRAME
WIDTH 52"
NAAV T\ 1 n
ELEVATION
SINGLE HUNG WINDOW
3" MAX.
FROM
CORNERS
6" MAX.
O.C.
3" MAX.
FROM
CORNERS
[_I" MAX.
O.C.
gl
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ANCHOR LAYOUT
NAIL FIN - SINGLE HUNG WINDOW
6.25" MAX.
FROM I�
CORNERS
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
m
"X"
ANCHOR LAYOUT
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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7TH FBC EDITION
NUS
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THROUGH FRAME - SINGLE HUNG WINDOW .
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.
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398 E DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL14911
DATE: 01.23.18
DWG. BY: CHK. BY:
HR I HFN
SCALE: NTS
DWG.#: SWD050
SHEET:
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MERICAN CRAFTSMAN WINDOWS
LVER LINE WINDOWS AND DOORS
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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DATE
7TH FBC EDITION
NUS
o/14/2C
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
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FBPE CERT. OF AUTHORIZATION No. 29578
'FL #:
FL14911
DATE: 01.23.18
DWG. BY: CHK. BY:
I I HFN
SCALE: NTS
DWG.#: SWD050
SHEET:
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DETAIL SHEET 1 INTERIOR DETAIL SHEET 1
EXTERIOR
D. L.O.
MAX. FRAME WIDTH
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SECTION FOR
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AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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NUS
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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
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398 E DANIA BEACH BLVD. u 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL14911
DATE: 01.23.18
DWG. BY: T%-
FN
Y:
HR
SCALE: NTS
DWG. #: SW D050
SHEET:
0 F
PERIMETER SEALANT
BY OTHERS
EXTERIOR is INTERIOR
MIN. SUBSTRATE
EDGE DISTANCE BY OTHERS
MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
q VERTICAL SECTION
5 THROUGH FRAME (HEAD)
1/4" MAX.
SUBSTRAT SHIM SPACE
BY OTHERS \
INTERIOR
MIN. EDGE
DISTANCE
p HORIZONTAL SECTION
5 NAIL FIN (JAMB)
INSTALLATION NOTES:
EXTERIOR
1/4" MAX.
SHIM SPACE
SUBSTRATE
MIN. EMBEDMENT
SUBSTRATE
3
BY OTHERS
--►1
BY OTHERS
INTERIOR
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MIN.
EDGE DISTANCE
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SHIM SPACE
EXTERIOR
MIN.
EMBEDMENT
EXTERIOR
INTERIOR
g HORIZONTAL SECTION
5 THROUGH FRAME (JAMB)
E VERTICAL SECTION
S MEETING STILE
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
C HORIZONTAL SECTION
S NAIL FIN (HEAD)
REINFORCEMENT DETAILS
0.34"
0.83" 0.87"
� I-- � --►�I-- 0.13"
0.77" Q 0.9
INTERIOR I ~1 I— 0.46"
0.45" 0.06" 0.87"
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOOR!
ONE SILVER LINE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: (888) 741-0354
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REMARKS
I BY
DATE
7TH FBC
EDITION
INUS
1 LOCK RAIL TOP 2 LOCK MEETING RAIL O BOTTOM LIFT RAIL & SASH THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
ALUMINUM O ALUMINUM ALUMINUM AND MAY NOT ON
ACTUAL CONDITIONS FORA SPECIFIC
O SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FRO
MTHE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
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±1/2 INCH 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 3/8 INCH. 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 MAYBE 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.
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.
ANCHOR SCHEDULE
METHOD
SUBSTRATE
ANCHOR SCHEDULE
MIN EMBEDMENT
MIN. EDGE
DISTANCE
WOOD: MIN. SG = 0.55
#8 WOOD SCREWPAN
1.5"
0.75"
HEAD
NAILING FIN
3 THREADS MIN
METAL: 18 GAUGE Steel,
#8 TEK SCREW
MIN. Fy = 33KSI
PENETRATION BEYOND
0.50'.
METAL
#10 PAN HEAD IN
EXTERIOR CHANNEL
1.5"
0.75"
WOOD: MIN. SG = 0.55
#10 FLAT HEAD IN THE
1.5"
0.75"
INTERIOR CHANNEL
#10 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
INTERIOR CHANNEL
PENETRATION BEYOND
0.50"
METAL
CONCRETE: fc=3000PSI
3/16" ITW TAPCON
125"
1.75"
FLAT HEAD
MASONRY: CMU per ASTM
3/16" ITW TAPCON
C90 MIN. 2000 PSI
FLAT HEAD
1.25"
1.75"
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398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION Na 29578
FL #:
FL14911
DATE: 01.23.18
DWG. BY: CHK. BY:
HR I HFN
SCALE: NTS
DWG. #: SW D050
SHEET:
OF 5