HomeMy WebLinkAboutProduct Review; Single-Hung WindowsSILVER LINE 141114Di�14111C;-, A-64D bouR�
V1 SERIES170 SERIES
�,,,,� SINGLE -HUNG WINDOWS (290714907)
permitting Department
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
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/A440-11
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
T 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 1 FOR GLAZING DETAILS.
a
DESIGN PRESSURE TABLE
SIZE
CONFIGURATION
DESIGN PRESSURE
MISSILE IMPACT -RATING
40.0" X 68.0"
O/X
+35/-35 PSF
NON -IMPACT
44.0" X 60.0"
CIA
+35/-3S PSF
NON -IMPACT
48.0" X 84.0"
CIA
+20/-20 PSF
NON -IMPACT
80.0" X 84.0"
O/X-O/X
+15/-15 PSF
NON -IMPACT
64.0" X 68.0"
O/X-O/X
+35/-35 PSF
NON -IMPACT
80.0" X 82.0"
O/X-O/X
+20/-20 PSF
NON -IMPACT
90.0" X 84.0"
0/X-O/X
+15/-15 PSF
NON -IMPACT
71.5" X 60.0"
O/X-O/X
+35/-35 PSF
NON -IMPACT
107.0" X 62.0"
O/X-0/X-O/X
+35/-35 PSF
NON -IMPACT
107.0" X 74.0"
O/X-0/X-O/X
+20/-20 PSF
NON -IMPACT
EXTERIOR
I
43/64" O.A.
INSULATED GLASS
INTERIOR
GLAZING DETAIL
SPACER
1/2" MIN.
GLASS BITE
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES & GLAZING DETAILS
2
-
ELEVATION & ANCHOR LAYOUTS
3
-
ELEVATION & ANCHOR LAYOUTS
4
-
ELEVATION & ANCHOR LAYOUTS
5
-
VERTICAL SECTIONS
6
-
HORIZONTAL SECTIONS
7
-
ANCHOR DETAILS
8
I -
ANCHOR STRAP DETAIL, INSTALLATION NOTES AND ANCHOR
SCHEDULE
GLAZING NOTES:
1. GLASS TYPE & THICKNESS SHALL COMPLY WITH ASTM E1300
REQUIREMENTS AS WELL AS APPLICABLE SAFETY GLAZING REQUIREMENTS
PER THE FBC. TEMPER AND SAFETY GLAZING REQUIREMENTS SHALL BE
REVIEWED ON A SITE SPECIFIC BASIS.
2. SETTING BLOCK DUROMETER HARDNESS OF 70-90 (SHORE A) AS
REFERENCED IN FBC CHAPTER 24.
3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER
THAN 36" AS PER FBC CHAPTER 24.
4. D.L.O. AND DESIGN PRESSURES MAY NOT EXCEED MAX VALUES IN GLASS
CHARTS.
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6TH FBC EDITION
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10/17
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
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DANIA BEACH. FL 33004
F'BPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL14911
DATE: 07.02.2018
DWG. BY: CHK. BY:
JA I HFN
SCALE: NTS
DWG.#: SWD053
SHEET:
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MAX.
O.C. (TYP.)
SEE TABLE BELOW
6.0" FROM
CORNER (TYP.)
6" FROM
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ANCHOR LAYOUT
THROUGH FRAME
UNIT MAX.
WIDTH
SEE SHEET 1
A B
5 5
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UNIT MAX.
HEIGHT
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6 A
9'
ELEVATION
ANCHOR SCHEDULE
PRODUCT
FROM
MAX. O.C. AT
MAX. O.C. AT
SIZE
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HEAD
JAMBS
40.0"X
68.0"
6"
14.0"
18.5"
44.0"�X
60.0
6"
16.0"
16.0"
X
:48.0"
84.0"
6"
18.0"
24.0"
OPP.
QUALIFIED CONFIGURATIONS
ARCH TOP CONFIGURATIONS FOR ALL 2907-4907
RATINGS, SINGLE UNIT CONFIGURATIONS
2.0" FROM 11.0" MAX.
CORNER (TYP.) (TYP.) (T
11.0" MAX.
(TYP.)
2.0" FROM
CORNER (TYP.) T
T ANCHOR LAYOUT
NAIL FIN
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6TH FBC EDITION
1 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
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FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. d 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL14911
DATE: 07.02.2018
DWG. �Y: CHKHFN
SCALE: NTS
DWG. #: SW D053
SHEET:
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6.00" FROM
CORNER (TYP.)
MAX.
O.C. (TYP.)
SEE TAE)LE BELOW
6.0" FROM '
CORNER (TYP.)
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SEE TABLE E BELOW
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P/N 50-2995-2
SEE SHEET 8 FOR DETAILS
ANCHOR LAYOUT
THROUGH FRAME
UNIT MAX.
WIDTH
SEE SHEET 1
5 5
ELEVATION
ANCHOR
SCHEDULE
PRODUCT
SIZE
FROM
CORNERS
MAX. O.C. AT
HEAD
MAX. O.C. AT
JAMBS
80.0" X 84.0"
611
22.5"
24.0"
64.0" X 68.0"
611
17.25"
11.01,
80.0" X 82.0"
611
22.5"
17.5"
90.0" X 84.0"
611
19.51,
24.0"
71.5" X 60.0"
611
19.75"
12.0"
OPP.
QUALIFIED CONFIGURATIONS
ARCH TOP CONFIGURATIONS FOR ALL 2907-4907
RATINGS, TWIN UNIT CONFIGURATIONS
2.0" FROM
CORNER (TYP.)
11.0" MAX. I
(TYP.)
2.0" FROM J_
CORNER (TYP.) T
11.0" MAX.
(TYP.)
ANCHOR LAYOUT
NAIL FIN
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ONE SILVERUNE DRIVE
NORTH BRUNSWICK, NJ 08902
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6TH FBC EDITION
FM
THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR ASPEOFIC
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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BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. III
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DANIA BEACH, FL 33W
FBPE CERT. OF AUTHOMZA71ON No. 29578
FL #:
FL14911
DATE: 07.02.2018
DWG. �Y�. cHKHFN
SCALE: NTS
DWG. #: SW D053
SHEET:
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mm
MAX.
O.C. (TYP.)
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6.0" FROM
CORNER (TYP.)
UNIT MAX.
HEIGHT
SEE SHEET I
6" FROM
MAX.
CORNER (TYP.)
O.C. (TYP.)
SEE TABLE BELOW
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P/N 50-2995-2
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ANCHOR LAYOUT
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ANCHOR SCHEDULE
PRODUCT
FROM
MAX. O.C. AT
MAX. O.C. AT
SIZE
CORNERS
HEAD
JAMBS
107.0" X
62.0"
611
24.0"
7.0"
107.0" X
24
12.25"
74.0"
611
.0"
UNIT MAX.
WIDTH
SEE SHEET 1
A B
5 5
ELEVATION
OPP.
2.0" FROM 11.0" MAX.
CORNER (TYP.) (TYP.)
11.0" MAX.
(TYP.)
2.0" FROM
CORNER (TYP.) t
ANCHOR LAYOUT
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110/17
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
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BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. / 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL14911
DATE: 07.02. 2018
DWG. �Y: CHKHFN
SCALE: NTS
DWG.#: SWD053
SHEET:
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FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT.
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BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. / 338
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FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL14911
DATE: 07.02.2018
DWG. BY: CHK. BY:
JA I HFN
SCALE: NTS
DWG. #: SW D053
SHEET:
5
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SEE NOTE 1
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A HORIZONTAL SECTION
6 LOWER SASH
NAIL FIN INSTALLATION
p HORIZONTAL SECTION
6 UPPER SASH
NAIL FIN INSTALLATION
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NOTES:
1. REINFORCEMENT REQUIRED FOR:
48.0" X 84.0", O/X, DESIGN PRESSURE +20/-20
80.0" X 84.0", O/X-OX, DESIGN PRESSURE +15/-15
2. REINFORCEMENT NOT REQUIRED FOR:
80.0" X 62.0", O/X-OX, DESIGN PRESSURE +20/-20
CFF M A71?UG
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SEE GLAZING
DETAIL CUFFT 1 1
SEE GLAZING
DETAIL SHEET 1
C HORIZONTAL SECTION
6 LOWER SASH
THROUGH FRAME INSTALLATION
F HORIZONTAL SECTION
6 UPPER SASH
THROUGH FRAME INSTALLATION
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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
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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: 07.02.2018
DWG. BY: CHK. BY:
JA HFN
SCALE: NTS
DWG.#: SWD053
SHEET:
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DATE
6TH FBC EDITION
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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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398 E. DANIA BEACH BLVD. 0 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL14911
DATE: 07.02.2018
DWG. BY: CHK. BY:
JA I HFN
SCALE: NTS
DWG. #: SW D053
SHEET:
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SCREWS FROM STRAP TO
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PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2)
4.0020
2.3750
INSTALLATION ANCHORS
FROM ANCHOR STRAP TO
OPENING. SEE ANCHOR
REQUIREMENTS BELOW.
ANCHOR STRAP ANCHORING REQUIREMENTS:
14. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16" ITW TAPCONS PER STRAP,
MIN. 1-1/4" EMBEDMENT, MIN. 1-3/4" EDGE DISTANCE.
13. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, GR. 5, PER
STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4" EDGE DISTANCE.
C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1-1/2"
EMBEDMENT, MIN. 1" EDGE DISTANCE.
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.
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER,
AND SIDING.
6. FOR MASONRY OF CONCRETE OPENINGS, A 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.
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.
Silver Line '
byAnderseri
1/4" ITW TAPCON ANCHOR
4 FROM CORNERS ONE SILVERLINE DRIVE
16" MAX. O.C. THEREAFTER NORTH BRUNSWICK, NJ 08902
2X WOOD BUCK OF SUFFICIENT
DEPTH TO FULLY SUPPORT PH: 800 23"228
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REMARKS BY DATE
NOTE: 6TH FBC EDITION FM 10/17
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.
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
ANCHOR SCHEDULE
METHOD
SUBSTRATE
ANCHOR SCHEDULE
MIN EMBEDMENT
MIN. EDGE
DISTANCE
WOOD: MIN. SG=0.55
#10 WOOD SCREW
1.50"
0.75"
FLAT HEAD
METAL: 18 GAUGE
#10 TEK SCREW FLAT
3 THREADS MIN
Steel, MIN. Fy = 33KSI
HEAD
PENETRATION
0.50"
THROUGH
BEYOND METAL
FRAME
CONCRETE:
3/16" ITW TAPCON PAN
1.50"
2.25"
fc=3000PS1
HEAD OR HEX HEAD
MASONRY: CMU per
3/16" ITW TAPCON PAN
ASTM C90 MIN. 2000
1.50"
2.00"
PSI
HEAD OR HEX HEAD
WOOD: MIN. SG = 0.55
#8 WOOD SCREW
1.50"
0.75"
NAIL FIN
METAL: 18 GAUGE
3 THREADS MIN
STEEL, MIN. Fy = 33KSI
#8 TEK SCREW
PENETRATION
0.50"
BEYOND METAL
`V%%1111111/11/
SA OF :
to 1up
HEANE6 t/-110FIEW .E
FLORIDA P.E. No 73M
BURRING DROPS, INC
398 E. DANIA BEACH BLVD. / 338
DANIA BEACH. FL 33004
IFBPE CERT. OF AU MORQATION No. 28578
FL #:
FL14911
DATE: 07.02.2018
DWG. BY: CHK. BY:
JA I HFN
SCALE: NTS
DWG. #: SWD053
SHEET:
no
OF 8