HomeMy WebLinkAboutProduct Evaluation Report - Silver Line Windows & DoorsBUILDING DROPS
12 A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Product Evaluation Report
RECEIVED) Of
MAR 11 'I.020 Silver Line Windows & Doors
L
Lucla coun N, r®ffnlurin0 Series 70 Casement Window
----- Non -Impact Rated
for
Florida Product Approval
FL# F'L21335t a,
Report No. 5245
Current Florida Building Code
Method:
Category:
Sub — Category:
Product:
Material:
Product Dimensions:
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
1 — D (Engineering Evaluation)
Windows
Casement
Series 70 Casement Window
PVC
See Installation Instructions SWD047
Prepared for:
Silver Line Building Products
One Silverline Dr.
North Brunswick, NJ 08902
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date: 12/15/2017
Contents:
Evaluation Report Pages 1 —5
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2017,12.18 11:06:30-05'00'
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Hermesrll!1Jklkro0, P.E.
Florida No. 73778
/(2BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Manufacturer: Silver Line Windows & Doors
Product Category:
Product Sub -Category:
Compliance Method:
Product Name:
Windows
Casement
State Product Approval Method (1)(d)
Series 70 Casement Window
Non -Impact Rated
FL#: FL21335
Date: 12/15/2017
Report No: 5245
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line
Windows & Doors based on Method 1d of the State of Florida Product Approval, Florida Department
of Business and Professional Regulation - Florida Building Commission..
Limits of Use:
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the Current Florida Building
Code.
See Installation Instructions SWD047, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for
specific use parameters.
1. This product has been evaluated and is in compliance with the Current Florida Building Code,
excluding the "High Velocity Hurricane Zone' (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the Current Florida Building Code and does require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing SWD047 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWD007 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 5
BUILDING DROPS FL#: FL21335
- A Perfect Solution in Every Drop! Date: 1
Certificate of Authorization: 29578 Report Noo:: 55245
45
Certification Agency: The manufacturer has demonstrated compliance of window products in accordance
with the Florida Building Code and State Rules for manufacturing under a
Certification Agency through Window and Door Manufacturers Association (FBC
Organization #: CER1508).
Performance Standards: The product described herein has been tested per:
Referenced Data:
• AAMA/WDMA/CSA 101/I.S.2/A440-11
1. Product Testing performed by Architectural Testing
(FBC Organization # TST1558)
Report:
Dated:
C4226.01-109-47
02/01/13
D8520.01-109-47
10/09/14
D5515.01-109-47
10/09/14
D6237.01-109-47
09/18/14
D7158.01-109-47
10/29/14
F2254.01-109-47
02/19/16
2. Certification Agency
Window and Door Manufacturers Association
(FBC Organization #: CER1508)
3. Material Certification
PVC profiles meet requirements of WDMA/Hal]Mark WD-61 in accordance
with AAMA 303
Hermes F. Norero, P.E.
Florida No: 73778
Page 3 of 5
IQBUILDING DROPS
A Perfect Solution in Every Dropl
Certificate of Authorization: 29578
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
FL#: FL21335
Date: 12/15/2017
Report No: 5245
A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #20 PH Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50" into
the wood substrate.
B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where
one by (1X), non-structural, wood bucking is employed, OR where wood bucking is NOT
employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of
sufficient length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 Grade 5 Self -Drilling or Self -
Tapping PH or HWH Screw type steel stud anchors of sufficient length to achieve
minimum 3 threads penetration beyond steel structure.
D. For aluminum substrate (Min 1/8", 6063-T5), use #10 Grade 5 Self -Drilling or Self -
Tapping PH or HWH Screw type steel stud anchors of sufficient length to achieve
minimum 3 threads penetration beyond steel structure.
Nail Fin Installation:
A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #8 PH Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50" into
the wood substrate.
B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 Grade 5 Self -Drilling or Self -
Tapping PH or HWH Screw type steel stud anchors of sufficient length to achieve
minimum 3 threads penetration beyond steel structure.
C. For aluminum substrate (Min 1/8", 6063-T5), use #8 Grade 5 Self -Drilling or Self -Tapping
PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3
threads penetration beyond steel structure.
Refer to Installation Instructions (SWD047) for anchor spacing and more details of the installation
requirements.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 5
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Design Pressure:
FL#: FL21335
Date: 12/15/2017
Report No: 5245
Referto Installation Instructions (SWD047) for Overall Size and design Pressure and more details of
the Products.
Hermes F. Norero, P.E.
Florida No. 73778
Page 5 of 5
SILVER LINE BUILDING PRODUCTS
V3 SERIES170 SERIES CASEMENT WINDOWS (70)
GENERALNOTFS:
1. THE PRODUCT SHOWN HEREIN O DESIGNED AND
MANUFACTUREDTO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC), EXCLUDING HVHZANO HAS BEEN
EVALUATED ACCORDING TOME FOLLOWING:
• AAMA/WDMA/CSA 1D1/1S.2/A440-11
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, U FRAMING, AND METAL FRAMING
ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS ME RESPONSIBILITY OFTHE
ENGINEER OR ARCHITECT OF RECORD MR ME PROJECT OF
INSTALLATION.
3. IX AND U BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION ISTHE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECTOF
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 STIR CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETARED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH US DOCUMENT IN
NON-HVHZARFAS.
S. APPROVED IMPACT PROTEMMVESYSTEM B REQUIRED ON
6. WINDOWFUMEMATERIAUPVC
]. GIASSMEETSWEREQUIREMENTOFASTME1300
GLASS CHARTS. SEESHEET 1 FOR GWNG DETAILS.
PRODUCE
OVERALLSIIE
DESIGN
INSTALLATION
MISSILEIMPACT
GLASS
TABLE OF CONTENT
WIDTH
HEIGHT
SHEET
REVISION
SHEETDESCRIPTION
MODEL
PRESSURE
METHOD
RATING
TYPE
70NMI
36"
1.
*30/-30 PSF
NAILFIN
NOWIMPACT
G2
1
-
GENERAL NOTES &SWING DETAIL
2
-
ELEVATION & ANCHOR LAYOUT
]ORCWI
36'
)2'
♦30/-30 PSF
THROUGH
FUME
NOWIMPACT
G2
3
-
ELEVATION & ANCHOR LAYOUTS
70NCW3
36'
72'
K0/-50 PSF
NAIL GIN
NON -IMPACT
GI
4
-
ELEVATION&ANCHOR LAYOUTS
S
-
ELEVATION &ANCHOR LAYOUTS
70RCW1
36'
72-
+SO/ -SO PSF
THROUGH
NON -IMPACT
GI
6
-
VERTICALSECTIONS
FUME
7
-
HORIZONTALSECTIONS
70NM
R°
1.
H0/-30 PSF
NAILFIN
NON -IMPACT
G2
VERTICAL&HORIZONTAL NOTES&
e
-
ORCEMAITDETAHLIATION
REINFORCEMENTDCTAILS
70RCW2
]2°
J2°
s30/-30 PSF
TFRUOME
NON -IMPACT
G2
G2 GI
3/4° O.A. INSULATED GLASS 3/4" OA INSULATED GLASS
CONSISTINGOR CONSISTING OF:
GLASS, I 1/8°ANNEALED GLASS,9/16°AIRSPACE,
1/2'MR SPACE,
70NCW2
Sr
SO°
°SO/-50 PSF
NAILFIN
NON -IMPACT
G1
70RCW2
52"
50"
450/-50 PSF
THROUGH
FUME3/327ANNEALED
NOWIMPACT
GI
70NM
78'
50'
•50/-SO PSF
NAILFIN
NON -IMPACT
GS
3/32°ANNEALED GLASS _ 1/8°ANNEALED GLASS
I
S
\
70RCW3
70'
S0'
♦50/-50 PSF
THROUGH
NON -IMPACT
GS
FUME
EXTERIOR / INTERIOR
/
70NCW3
108'
7T
+30/-30 PSF
NAILFIN
NON -IMPACT
G2
( I
4
I'-L
70RCW3
low
72-
♦30/-30 PSF
THROUGH
NON -IMPACT
G2
FUME
TIN COATED STEEL LJ
70NCW4
SOS'
72'
+30/-30 PSF
NAILRN
NONHMPACT
G2•
INTERCEPTSPACER \ MIN.GIASS
i BITE 1/2-
1/8°SETTING BLOCK
70RCN4
low1.
♦30/-30 PSF
THROUGH
NOWIMPACT
52•
GFRAME LAZING DETAIL DOW HOT
70NMPW
84-
1.
.30/.30 PSF
NAILFIN
NON -IMPACT
GI&G2-
INSTANTGLAZEIII
7ORCWPW
1.
72"
♦301-30 PSF
THROUGH
NOWIMPACT
G1&G2•
NOTE:
FRAME
1. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH
SAFETY GLAZING REQUIREMENTS OUTLINED IN
70NCPC3
108°
72'
♦30/-30 PSF
NAILFIN
NON -IMPACT
G38G2•
CURRENT FBCAND ASTM E 1300 GLASS LOAD
RESISTANCE.
2. SETTING BLOCK SHOULD BE 7D-90 DUROMETERAS PER
70RCPC3
108'
72•
♦30/-30 PSF
THROUGH
NON -IMPACT
G3&G2•
FUME
CH 24 OF THE CURRENT FBC.
3. GLASS LITES THAT EXCEED 36' IN WIDTH SHALL USE
SETTING BLOCKS AT} SPAN FROM CORNERS,
NOTE:
FOR 70NUO
S, 70RCPC3
USE GI FOR
FIXED LITE & G2 FOR
OPERABfE5A5H
SilverLine
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ANCHOR LAYOUT
FINLESS
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CASEMENT ELEVATION
4- MAX.
FROM CORNER
1
91/4"O.C.-T •X"
MAX
ANCHOR LAYOUT
FINLESS
DP +/- 50 PSF
11- 0
2-FROM
CORNER
G MAX
ANCHOR LAYOUT
(DP+/- 30 OR 50 PSF)
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WIDTH108-
WIDTH 3437S'
OLD MAX
A B
WIDTH 395"
fi fi
FRAME
G D
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HEIGM
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"X"
"X"OR"O"
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D.LO.
MAX
HEIGHTGS°
J
TRIPLE CASEMENT ELEVATION
L
8' MAX r
FROM CORNER
18 3/4" O.C.
MAX
�FROMCORNER
MAX
°X"
D
"X'ON"O"
ANCHOR LAYOUT
FINLESS
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AAK
J3°
NOTE: ANCHORSPAONG
SPECIFICATIONS BELOW APPLY FOR
THE DOUBLE ANDTRIPLE
CASEMENT CONFIGURATIONS
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WIDTH 39.5°FRAME
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D.LO. MAX
HEIGHT 65'
DOUBLE CASEMENT ELEVATION
ANCHOR LAYOUT
DP+/- 30 PSF
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3" MAX. FROM r
CORNER
32" O.C. MAX
3" MAX. FROM
CORNER
"x" IIIIII °r IIIIII ^X"
ANCHOR LAYOUT
FINLESS
DP +/- 50 PSF
NOTE: ANCHORSPACING
SPECIFICATIONS BELOW APPLY FOR
THE DOUBLE AND TNPIF
CASEMENT CONFIGURATIONS
G.5"1
DOUBLE CASEMENT ELEVATION
ANCHOR LAYOUT
DP +/- 50 PSF
Silver Line
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8" MAX
FROM CORNER
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FINLESS
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FOUR CASEMENT ELEVATION
NOTE: ANCHOR SPACING
SPECIFICATIONS BELOW APPLY FOR
THE DOUBLE AND TRIPLE
CASEMENT CONFIGURATIONS
AT CORNERS
12" O.C.
MAX
�11'
O.C. MAX.
"X"
"X°OR°0'
"X"OR"0"
X.
ANCHOR LAYOUT
FIN
DP+/- 30 PSF
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DATE: 10.16.17
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SHEET p
5 OF 8
N
FR
HE
6 VERTICAL SECTION
THROUGH FRAME INSTALLATION
NOTE:
1. NAIL FIN INSTALLATION MAY USE
OPTIONALL.CHANNEL SUCH
THAT TYPICAL INSTALLATION
METHODS AND ANCHOR
REQUIREMENTS ARE MET.
2. THROUGH FRAME INSTALLATION
MAY USE AN OFTIONALSNAP ON
FLANGE SUCH THAT TYPICAL
NOTE: 1%WOOD BUCK
BY OTHERS IS OPTIONAL
FOR MASONRY APPLICATIONS.
MAIL MAX MM. EXTERIOR
FRAME PANEL D.L.O.
HEIGHT HEIGHT HEIGHT
SEE GLAZING
DETAIL, SHEET 1
INTERIOR
SEEGLAZING
DETAIL, SHEET 1
SilverLine
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6 OF 8
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4 HORIZONTAL SECTION HORIZONTAL SECTION
THROUGH FRAMEINSTAILATION 7 INTERMEDIATEJAMBXOX
NOTE:
L. NAIL FIN INSTALLATION MAY USE
OPTIONALI.CHANNELSUCH
THAT TYPICAL INSTALLATION
METHODS AND ANCHOR
REQUIREMENTS ARE MET.
]. THROUGH FRAME INSTALLATION
MAY USE AN OPTIONAL SNAP ON
[E1 HORIZONTAL SECTION
THROUGH FRAME INSTALLATION
NOTE:IX WODO BUCK
BY OTHERS IS OPTIONAL
FOR MASONRY APPLICATIONS.
HORIZONTAL SECTION HORIZONTAL SECTION HORIZONTAL SECTION
NAIL FIN INSTALLATION 7 INTERMEDIATEJAMBXXX 7 NAIL FININSTALLATION
Silver Line
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DATE: 10.16.17
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DWG.X: SWD047
SHEET
7 OF 8
D
SUBSTRATE
MIN. �BY OTHERS
EDGE DISTANCE
EXTERIOR W INTERIOR
VERTICAL SECTION
THROUGH FRAME(HEAD,SILL&JAMB)
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EAOHANCHOR LOCATION
SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM
NUMBER OFANCHO0.5 TO BE USED FOR PRODUCE INSTALLATION OF1HE
MAXIMUM SIZE LLSTED.
3. INSTALL INDMDUAL INSTALLATION ANCHORS WITHIN ATOIERANCE OF 32/2
INCH THE DEPICTED LOCATION &SPACING IN THE ANCHOR LAYOUT DETAILS
D.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEKT.
4. SHIM AS REQUIRED AT UCH INSTALLATION ANCHOR WITH LOAD BEARING
SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 318INCH. SHIM WHERE
SPACE OF 1/16INCH OR GREATER OCCUflS, SHIM(S) SHALL BE CONSTRUCTED
OF HIGH DENS" PLASTIC OR BETTER.
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,
INCLUDING BUT NOT UMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
6. INSTALLATION ANCHORS AND ASSOOATED HARDWARE MUST BE MADE OF
CORROSION RESISEANT MATERIAL OR HAVEACORROSION RESISTANT
COATING.
7. FOR MASONRY OR CONCRETE OPENINGS,A MWOOD BUCK MAYBE USED
(OPTIONAL) AS LONG ASTHE MINIMUM EMBEDMENTAND EDGE DISTANCE
REQUIREMENTS ARE STILL METWITHINTHE CORRESPONDING HOST
SUBSTRATE. SEE GENERAL NOTE93 ON SHEET 1 FOR MORE INFORMATION.
S. FOR HOLLOW BLOC(AND GROUT FILLED BLOCK, DO NOT INSTALL
INSTALLATION ANCHORS INTO MORTAR10INT I. EDGE DISTANCE IS MEASURED
FROM FREE EDGE OF RLOCKOR EDGE OF MORTAR JOINT INTO FACESHELL OF
BLOCK.
9. INSTALIATIONANCHORSSNALLSEINSTAILEDINACCORDANCEWTMANMOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SIJALLNOT BE
WITH
USED IN SUBSTRATES STRENGTHS LESSTHAN THE MINIMUM STRENGTH
SPECIFIED BY THE ANCHOR MANUFACTURER.
Silver Line
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FL21335
DATE: 10.16.17
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SCALE: NTS
DWG.R: SWD047
5HEET
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