HomeMy WebLinkAboutProduct Approval; V1 Series or 70 Series Single-Hung WindowBUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
Silver Line Building Products Corp.
V1 Series / 70 Series Single -Hung Window (2127)
(Impact) (HVHZ)
for
Florida Product Approval
FL# FL14 11
Current Florida Building Code
Method:
Category:
Sub — Category:
Product:
Material:
Product Dimensions:
1— D (Engineering Evaluation)
Windows
Single Hung
V1 Series / 70 Series Single Hung Window
(2127)
PVC
See Installation Instructions, SWD050
Prepared for:
Silver Line Building Products Corp.
One Silverline Dr.
North Brunswick, N.J 0,5 02
Prepared by:
Hermes F. Norero, P.F.
Florida Professional Engineer # 73778
Date: 01/23/2018
Contents:
Evaluation Report Pages 1— 3
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2018.04.19 00:55:47-04'00'
````��rrrrr►riii��i
N .7 7
"a S A
� OF
NN
Her me�slFIN o0606, P.E.
Florida No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Manufacturer: Silver Line Building Products Corp.
Product Category: Windows
Product Sub -Category: Single Hung
Compliance Method: State Product Approval Method (1)(d)
FL#: FL14911
Date: 01/23/2018
Report No: 5486
Product Name: V1 Series / 70 Series Single Hung Window (2127)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line
Building Products Corp. 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 SWD050, 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,
including 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 not require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing SWD050 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWD050 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 3
BUILDING DROPS FL#: FL14911
Date: 01/23/2018
A Perfect Solution in Every Drop! Report No: 5486
Certificate of Authorization: 29578
Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance
with the Current Florida Building Code and State Rules for manufacturing under a
quality assurance program audited by an approved quality assurance entity through
Window and Door Manufacturers Association (FBC Organization #: QUA2515).
Performance Standards: The product described herein has been tested per:
Referenced Data:
Installation:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E330-02
• ASTM E1886-05
• ASTM E1996-06/09/12
• AAMA/WDMA/CSA 101/I.S.2/A440-08
1. Product Testing performed by National Certified Testing Laboratories, Inc.
(FBC Organization # TST1589)
Report: Dated:
NCTL110-16327-1 08/13/2013
Signed and Sealed by: Harold E. Rupp, FL PE No 15935, Sealed Date 02/06/18
NCTL110-16327-2 11/05/2013
NCTL110-16327-3 08/13/2013
2. Quality Assurance
Window and Door Manufacturers Association
(FBC Organization #: QUA2515)
3. Material Certification
Miami -Dade County Notice of Acceptance
Eastman Chemical Company (Previously Solutia)
Saflex (Vanceva Composites) PVB Interlayer
4. PVC profiles meet requirements of WDMA/Hal[Mark WD-61 in accordance
with AAMA 303
Refer to Installation Instructions (SWDO50) for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions (SWD050) for anchor spacing and more details of the installation
requirements.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 3
SILVER LINE BUILDING PRODUCTS CORP.
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127)
(IMPACT RATED)(HVHZ)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTUREO TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FBCI, INCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TD THE FOLLOWING:
• TA5201-9A
• TA5202-9A
• TAS 203-9A
• ASTM E330-02
• ASTM EISB6-05
• ASTM E1996-06/09/12
• AAMAAVDMA/CSA 301/1.5.21AAAO-0B
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING, AND METALFRAMING
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 1X BUCKS (WHEN USED) SHALLBE 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.
A. 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. IN HVRZ AREAS, ONE TIME PRODUCT
APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR
AM.
S. AP PROVED 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.
B. GLASS MEETS THE REQUIREMENTS OF ASTM E 13DO
GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS.
MAX OVERALL SIZE
[ONFIG.
DESIGN
PRESSURE
MISSILE
IMPACT RATING
WIDTH
MEIGH7
52'
73"
O/X
•55/-GO PSF
LMI/SMI
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
6 NERALNOTES&GLAZING DETAIL
2
ELEVATION & ANCHOR LAYOUTS
3
-
VERTICAL SECTIONS
A
-
HORIZONTAL SECTIONS
5
HORIZONTAL& VERTICAL SECTIONS, INSTALLATION NOTES&
REINFORCEMENT DETAILS
Silver Line
wA,de_ _.
�REagiUHMR4PrpuN90]
�ea
0 aa
Wa hZ �� Zsg E7E
C; N odd
� S m
> W
W i
;_
43/64" O.A. I.G. LAMINATED GLASS
N., ',,Njoyld y56�a.•,a P
♦, rymcal
CONSISTING OF:
ANNEALED GLASS
7/32"STEEL SPACER
omoyde ae
�� :'•• E
; •�.\ S ••• 'AC)
3/32"ANNEALED GLASS
0.090" SAFLEK PVB INTERLAYER BY
N ] ]
EASTMAN CHEMICAL COMPANY
3/32"ANNEALED
g A . OF
GLASS
�• ���
: O�
�
O LAP':
EXTERIOR / INTERI00.(IrIPNN?bi
I
s�Anvoa' o.ai io
STEELSPACER
\
mI
FLd: FL14911�N
MIN. GLASS
1/8"OR3/32" BITE 7/16"
SETTING BLOCK
DATE: 01.23.18
DOW 995 SEALANT
DWG. BY: CHK. BY:
GLAZING DETAIL 1
HR HFN
SCALE: NTS
NOTE:
DWG. A: SWD050s
ALTLAZING CONFIGURATIONS SHALL COMPLYWITH I
SAFETY GLAZING REQUIREMENTS OUTLINED IN
SHEET:
iI
CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
Silver Line
'�Anderscn
EB
MAY. O.A FRAME t! Z
WIDTH 52" Nry NE$
MAX. Z
DLO
WIDTH .&
3' MAX. 6" MAX. 6.25" MAX.
FROM O.C. FROM
3 3 CORNERS �r CORNERS N o
u�i j F y
L NOTE:
ALL FASTENER$ ABOVE
THE MEETING RAIL IN
THEINTERIORIAMB
MAX D.L.O. •0" 6"MAX.- .0. TRACK MUST BE FLATHEAD •0•
HEIGHT 33.50' C D.C. REMARKS BY DATE
4
12.50" MAX.
MAX. O.A FRAME O.C.
HEIGHT 73"
D
a
MAX D.LO. ,X,
HEIGHT 33.50" 3° MAX .K. 6.25' MAX.
FROM FROM wcrv�``TTL`rlll FFi�Jr •,
CORNERS CORNERS L
'r .'
1 Z N 7 7 8 5
:*
= � S OF e a
ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT ?p� o Iup-.
SINGLE HUNG WINDOW NAIL FIN- SINGLE HUNG WINDOW THROUGH FRAME- SINGLE HUNG WINDOW
FLU:
FL14911
DATE: 01.23.18
DWG.BY: CNK.BY:
HR HFN
SCALE: NTS
owG.n: SWDOSIb
I
Silver Line
yAnd rxn
/ � W
Z5
ry 2 m At?
SEE GLAZING HEE
DETA14SHEET 3 DETAILSEEGLAZ,SHEETI
oO m
O p
J NZ Y
G Q > W m
F u�
REMARKS BY DATE
s s
u
EXTERIOR INTERIOR �m EXTERIOR INTERIOR
i f
oocm"T11� I I I I I /'IYw.
d N 7 7 8'
J Q
C
SEE GLAZING SEE GLAZING 'O S A : OF D:
DETAIL, SHEET % ' A 4/
/ / DETAIL, SHEET 1 % O
� I / I �Si T) � SSG `•
..we° — .c
FL1491-1
3 VERTICALSECTION SECTION B� VERTICAL SEON SCALE
IF:
3 THRUFRAME DWG. p:
SHFFT
M
Silver Line
byAn&r H
Ox[f�tH.(�xl OxN[
SECTION FOR INTERIOR
BLOCK &TACKLE SEE GLAZING
BALANCERS� [-DETAIL SHEET I
SECTION FOR
SEE GLAZING ONSTANT FORCE
DETAIL SHEETI "�
z
'"
'^
U
? €
Hk
jy
BALANCERS
C
o4g =d
i 1
W o
OUR
R
o
JII EXTERIOR
ai
D.LO.
t
REMARKS
BV DATE
MAX. FRAME WIDTH
HORIZONTAL SECTION
4 UVVERSASH
SEE GLAZING
`DETAIL SHEET
INTERIOR
SEE GLAZING
DETAIL SHEET I7\_
1�l1I I II/lll''r
``
/—
``ff[f
7 1
r�L E S' PO
1
N . 7 7 8
m
EXTERIOR
I
� O IOL`•'\���
D.LD.
I
MAX FRAME WIDTH
_ 3w
m
FL R:
FL1491-1
HORIZONTAL SECTION
4 LOWER SASH
DATE: 01.23.18
DWG. BY:CHK. BY:
HR HFN
4
MIN. SUBSTRATE 1/4"MAX.
tEDGEDISTANCE BYOTHERS SHIM SPACE I SUBSTRATE
INTERIOR BY OTHERS
SCREW IN THE INTERIOR
If
MIN.
MIN. EDGE DISTANCE
EMBEDMENT SCREW IN THE EXTERIOR
CHANNEL
PERIMETER SEALANT 1/4'MAX�
BY OTHERS SHIM SPACE PERIMETER SEALANT
BY OTHERS
EXTERIOR MIN.
EXTERIOR INTERIOR EMBEDMENT
VERTICAL SECTION HORIZONTAL SECTION -
THROUGH FRAME (HEAD) 6 THROUGH FRAME (JAMB)
I/4" MAX.
SUBSTRA [*HM SPACE
MIN. EMBEDMENT SUBSTRATE
^�
BYOTHERS
oz
u, Q
2
fo
1/A' MAX.
SHIM SPACE
EXTERIOR
INTERIOR
6
HORIZONTAL SECTION
NAIL FIN (HEAD)
REINFORCEMENT DETAILS
BY OTHERS ,1
INTERIO�g7R 0.83" F-0.87'
2 _=4 {{—: }�I-�0.13"
w EXTERIOR INTERIOR
0T 0.06" 0.87"
r 1
i I EXTERIOR O LOCK RAIL TOP O LOCK MEETING RAIL O BOTTOM LIFT RAIL & SASH
ALUMINUM ALUMINUM ALUMINUM
MIN. EDGE
DISTANCE
� HORIZONTAL SECTION VERTICAL SECTION
6 NAIL FIN (JAMB) 6 MEETING STILE
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
Z. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 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 21/2 INCH THE DEPICLEO LOCATION & SPACING IN THE ANCHOR LAYOUT
DETAILS (LE., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLA7ON 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/I61NCH OR GREATER OCCURS. SHIMIS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
S. FOR MASONRY OR CONCRETE OPENINGS, IX WOOD BUCK MAY BE USED (OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE
015TANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE. SEE GENERAL NOTE 03 ON SH EFT 1 FOR MORE
INFORMATION.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT UMITED 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 15 MEASURED
FROM FREE EWE OF BLOCK OR EDGE OF MORTAR JOINT INTO FATE SHELL OF BLOCK,
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS
SMALL 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 FLATHEAD ANCHORS,
MCHOR SCNECULE
YETIIW
SUBSTMTE
ANCHOR SCHEDULE
MINEYBEDMEM
NANNOFW
W. sc=ass
u�0�
I.s•
1B GAVGE Sbe1.
METNW FF ]JXSI
MTEX SCREW
ITHREIDB MIN
PENSE TION NO
TMRWCH iPAYE
WOCO:MW. SO.0.s9
EtBp KI HEM IN
oRtxArwFL
is
.-II-THE
INIEapR LXKWEL
1s
METM 1BGAVGE
NFY"]o1IS1
f10
tJOEaOR EL
STHNEMSMIN
PENEfa\TON BEYOND
METK
Ito MTNE �INTHE
INIEaOR rEL
BTHREA09 Mx
pENETRATON BEYOND
MEEK
ctxuLETe roBmwv
'DYT�
tu•
�
cm uix. RBes° ns
ytilwWr nEAo�
t�s
Silver Line
17ARIf W,i
Lid
r V
z aa
oRCA
w3 gzo Qee$�
^3 Bgc o
E?
a
flEMARKS BV DATE
'N.FWE �• Vi1*
BTANce = S A OF Q;
ors• :pO,Y, O IDP':'• tvQJ
�fFf.w?a� �•
ors Yluye � I'�c
_ owi eGOF ti swot �
a rs• FL R: m
FL14911
B DATE: 01.23.18
B sa• DWG. BY: CHK. BY:
HR HFN
r SCALE: NTS
DWG.4: SWD050
r7s• SHEET:
a