HomeMy WebLinkAboutProduct Approval; 50 Series, V1 Series, 2000 Single Hung WindowsA\\)BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
June 14, 2017
TO:
FROM:
MANUFACTURER:
Dear Sir (Madam),
Whom It May Concern
398 E. Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 TEL
954.744.4738 FAX
www.buildingdrops.com
Hermes F. Norero, P.E.
Registered Florida Professional Engineer #73778
Silver Line Building Products
One Silverline Dr.
North Brunswick, NJ 08902
Please note that I do not have, nor will I acquire, a financial interest in any company
manufacturing or distributing the product(s) for which the reports are being issued.
I also do not have, nor will I acquire, any financial interest with the Laboratory that
performed the test(s), or with the Engineer witnessing the test(s) and sealing the test
report(s).
Respectfully submitted,
tts'F1uO���,''
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•�� O,� .,:.0 Digitally signed by Hermes F. Norero, P.E.
441
OVALReason: I am approving this document
i�%%% Date: 2017.06.14 21:49:30-04'00'
Hermes F. �bi�iao, P.E.
Florida Registered Professional Engineer #73778
File COPY
Page 1 of 1
BUILDING DROPS' FL#: FL14911
20
A Perfect Solution in Eve Drop! Date: 1No: 725
Every p• Report No: 7259
Y Certificate of Authorization: 29578
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Quality Assurance Entity through
Window and Door Manufacturers Association (FBC Organization #QUA2515).
Performance Standards: The product described herein has been evaluated per:
Referenced Data:
AAMA/WDMA/CSA 101/I.S.2/A440-08/11
1. Product Testing performed by Architectural Testing, Inc.
(FBC Organization # TST1795)
Report #: ATI G1002.01-109-47 Report Date: 12/23/2016
Report #: ATI D4558.01-109-47 Report Date: 02/11/2014
Report #: ATI G1003.01-109-47 Report Date: 12/23/2016
Report #: ATI H2548.01-201-47 Report Date: 06/16/2017
Report #: ATI H9445.01-201-47 Report Date: 01/23/2018
2. Quality Assurance Entity
Window and Door Manufacturers Association
(FBC Organization #QUA2515)
Installation Method: Please refer to installation instructions, SWD017, for anchor methods, selection, spacing,
edge distances, embedment's and further details of installation.
Design Pressure: Please refer to installation instructions, SWD017, for mull combination grouping,
configurations, and corresponding design pressures.
Hermes F. Norero, P.E.
Florida P.E. No. 73778
Page 3 of 3
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOORS
50 SERIES / Vl SERIES / (2000) SINGLE -HUNG WINDOWS
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND (NON-HVHZ)(NON-IMPACT)
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• AAMA/WDMA/CSA 101/I.S.2/A440-08/11
2. ADEQUACYOFTHE 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.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. WINDOW FRAME MATERIAL• PVC
7. GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300
GLASS CHARTS. SEE SHEET I FOR GLAZING DETAILS.
DESIGN PRESSURE TABLE
PRODUCT
MODEL
WINDOW SIZE
CONFIGURATION
DESIGN PRESSURE
GLASST'PE
MISSILE IMPACT RATING
2001
36.0"X 62.0"
O/X
+35/-35 PSF
SS/SS
NON IMPACT
2001
48.0" X 80.0"
O/X
+15/-15 PSF
SS/SS
NON IMPACT
2001
36.0" X 62.0"
O/X
+50/-50 PSF
DS/DS
NON IMPACT
2001
45.0" X 62.0"
O/X
+40/-40 PSF
DS/DS
NON IMPACT
2001
48.0" X 73.0"
O/X
+30/-30 PSF
DS/DS
NON IMPACT
2D02
72.0" X 62.0"
O/X-O/X
+35/-35 PSF
S""SS
NON IMPACT
2DO2
96.0" X 62.0"
O/X-O/X
+20/-20 PSF
SS/SS
NON IMPACT
2002
72.0" X 80.0"
O/X-O/X
+20/-20 PSF
SS/SS
NON IMPACT
2002
96.0" X 80.0"
O/X-O/X
+15/-15 PSF
SS/SS
NON IMPACT
2003
108.0"X80.0"
O/X-O/X-O/X
+2S/-25 PSF
SS/SS
NON IMPACT
7003
108.0" X 62.0"
O/X-O/X-O/X
+35/-35 PSF
SS/SS
NON IMPACT
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES & GLAZING DETAILS
2
-
ELEVATIONS & ANCHOR LAYOUTS
3
-
VERTICAL SECTIONS
4
-
HORIZONTAL SECTIONS
5
-
ANCHOR DETAIL & SCHEDULE
1/2" MIN. GLASS
BITE '
5/8" O.A.
INSULATED GLASS
EXTERIOR INTERIOR
GLAZING DETAIL
GLAZING NOTE:
• GLASS THICKNESS AND TYPE SHALL
COMPLY WITH ASTM E-1300 GLASS
CHARTS REQUIREMENT
AERICAN CRAFTSMAN WIND04
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PERIMETER SEALANT BY
MIN. EDGE DISTANCE
MIN. EMB.
3/8" MAX.
SHIM SPACE
EXTERIOR — INTERIOR
q ANCHOR DETAIL
5 THROUGH FRAME (HEAD)
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 A TOLERANCE OF t1.00D
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.
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING
BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING.
7. FOR MASONRY OR CONCRETE OPENINGS, A 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.
B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, 00 NOT INSTALL INSTALLATION
ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 15 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.
SUBSTRATE BY OTHERS --� �-- 3/8" MAX. SHIM SPACE
INTERIOR TO BE INSTALLED
ABOVE MEETING RAIL
(FLAT HEAD SCREW)
a TO BE INSTALLED
BELOW MEETING RAIL.
MIN. LIUL-I
EDGE DISTANCE
EXTERIOR
MIN. EMB.
PERIMETER SEALANT BY OTHERS
g ANCHOR DETAIL
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ANCHOR SCHEDULE
N.
METHOD
SUBSTRATE
ANCHOR SCHEDULE
MIN EMBEDMENT
DISSTANCTANCIE
DE
WOOD: MIN. SG = 0.55
#10 WOOD SCREW
1.5"
0.75"
METAL: 18 GAUGE
3 THREADS MIN
Steel, MIN. Fy = 33KSI
#10 TEK SCREW
PENETRATION BEYOND
0.75"
THROUGH FRAME
METAL
CONCRETE:
1/4" ITW TAPCON
1.75"
2.5"
fc=3000PSI
MASONRY: CMU per
1/4" ITWTAPCON
1.75"
2.5"
ASTM C90fc=2000PSI
AERICAN CRAFTSMAN WINDOI
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NORTH BRUNSWICK, NJ 08902
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DWG. #: SW D017
SHEET:
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