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V1 SERIES/ 50 SERIES SINGLE -HUNG WINDOWS (2000)
GFNIFRAI NIC)TFC-
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FBC) AND HAS BEEN EVALUATED
ACCORDING TO THE FOLLOWING:
• AAMA/WDMA/CSA 101/I.S.2/A440-08/11
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.
S. 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 1 FOR GLAZING DETAILS.
DESIGN PRESSURE TABLE
PRODUCT
MODEL
WINDOW SIZE
CONFIGURATION
PG RATING
GLASS TYPE
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
2002
72.0" X 62.0"
O/X-O/X
+35/-35 PSF
SS/SS
NON IMPACT
2002
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" X 80.0"
O/X-O/X-O/X
+25/-25 PSF
SS/SS
NON IMPACT
2003
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
Silver Line
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BY
I DATE
6TH FBC EDITION
I FM
10/17
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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FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FSPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL14911
DATE: 09.19.17
DWG. BY: CHK. BY:
CL HFN
SCALE: NTS
DWG.#: SWD017
SHEET:
OF 5
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UNIT
MAX.
HEIGHT
80.0"
_ UNIT MAX.
WIDTH 48.0"
r% 1 (1 NAAV
ELEVATION
6" FROM
CORNER (TYP.)
6" FROM
CORNER (TYP.)
---I I- q- -I �-
3.0" (TYP.)
3.0" (TYP.)
6.0" FROM
CORNER (TYP.)
ANCHOR LAYOUT
THROUGH FRAME
v1AX.
HT
UI
M.
HEI
8C
UNIT MAX.
WIDTH 108.0"
D.L.O MAX. A
WIDTH 31.69" 3
J IT
NX.
3HT
.0"
A
4
B
4
X1f
11XII
"XII
ELEVATION —1
6" (TYP.)
6" FROM 6" (TYP.)
CORNER (TYP.)
14.0" MAX.
(TYP)
4� 0„ (TYP.)
4.0 (TYP.)
6.0" (TYP.)
11011
11011
I1011
"X
X
X
ANCHOR LAYOUT
THROUGH FRAME
D.L.O. MAX.
C HEIGHT
4 37.0"
6.0" FROM
CORNER (TYP.)
6.0" (TYP.)
6.0" (TYP.)
NOTE: 1) APPLIES TO TWIN UNITS OF EQUIVALENT OR
LESSER PANEL DIMENSIONS.
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NORTH BRUNSWICK, NJ 08902
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I FM
10/17
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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FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL14911
DATE: 09.19.17
DWG. BY: I CHK. BY:
CL HFN
SCALE: NTS
DWG.#: SWD017
SHEET:
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SEE GLAZING
q HORIZONTAL SECTION
4 OPERABLE JAMB
g HORIZONTAL SECTION
4 MULLION
C HORIZONTAL SECTION
4 FIXED JAMB
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ONE SILVERLINE DRIVE
NORTH BRUNSWICK, NJ 08902
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6TH FBC EDITION
FM
10/17
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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FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. B 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL14911
DATE: 09.19.17
DWG. BY: CHK. BY:
CL HFN
SCALE: NTS
DWG.#: SWD017
SHEET:
11
OF 5
SUBSTRATE BY OTHE
PERIMETER SEALANT BY OTHE
EXTERIOR INTFRICIR
q ANCHOR DETAIL
�,5j 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 ±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 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
5. 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 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.
8. 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 --m-] �-- 3/8" MAX. SHIM SPACE
INTFRI(1R
TO BE INSTALLED
ABOVE MEETING RAIL
(FLAT HEAD SCREW)
TO BE INSTALLED
BELOW MEETING RAIL.
MIN. UUo
EDGE DISTANCE
EXTERIOR
MIN. EMB. -- .7
PERIMETER SEALANT BY OTHERS
g ANCHOR DETAIL
THROUGH FRAME (JAMB)
5)
ANCHOR SCHEDULE
METHOD
SUBSTRATE
ANCHOR SCHEDULE
MIN EMBEDMENT
MIN. EDGE
DISTANCE
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:
fc=3000PS1
1/4" ITW TAPCON
1.75"
2.5"
MASONRY: CMU per
1/4" ITW TAPCON
1.75"
2.5"
ASTM C90 fc=2000PS1
NOTE:
1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE
ADJUSTED TO MAINTAIN 1" MIN. CENTER TO CENTER
SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C.
SPACING SPECIFIED IS NOT EXCEEDED.
2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK.
1/4" ITW TAPCON ANCHOR
4" FROM CORNERS
16" MAX. O.C. THEREAFTER
2X WOOD BUCK OF SUFFICIENT
DEPTH TO FULLY SUPPORT
WINDOW FRAME.
BY OTHERS
1 1/4" MIN.
EMBEDMENT ?° ° : °` 1 1/2" MIN. EDGE
° " DISTANCE
2" MIN. EDGE
DISTANCE CONCRETE/ MASONRY
BY OTHERS
Silver Line
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ONE SILVERLINE DRIVE
NORTH BRUNSWICK, NJ 08902
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REMARKS
BY
I DATE
6TH FBC EDITION
I FM
10/17
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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FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. B 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL14911
DATE: 09.19.17
DWG. BY: CHK. BY:
CL HFN
SCALE: NTS
DWG.#: SWD017
SHEET:
BUCK INSTALLATION DETAIL
OF 5