HomeMy WebLinkAboutEvaluation Report; V1 50 Series Picture & Fixed Window.
BUILDING DROPS 398 East Dania Beach
t Suite 338
A Perfect Solution in Every Drool Dania Beach, FL 33004
• Certificate of Authorization: 29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Of
Silver Line Windows And Doors
VI Series/50 Series Picture & Fixed Speacialty Window (2130) (Impact) (HVHZ)
Method: 1— D (Engineering Evaluation)
Category: Windows
Sub — Category: Fixed
Product:
V1 Series/50 Series Picture & Fixed Window
Material:
PVC
Product Dimensions:
53"x 73"
Prepared for:
t' Recelveo
Silver Lane Building Products
y ®� 1010
One Silverline Cyr.
OCi
North Brunswick, NJ 08902
Opermttttnu ieCo vmtq
%Prepared
by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date:10/19/17
Contents:
Evaluation Report Pages 1-4
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2017.1020 06:34:37-04'00'
DES F.
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Herme01 P.E.
Florida No. 73778
BUILDING DROPS Date: 10/19/2017
A Perfect Solution in Every Drop! Report No: 5226
Certificate of Authorization: 29578
Manufacturer: Silver Line Windows and Doors
Product Category: Windows
Product Sub -Category: Fixed
Compliance Method: State Product Approval Method (1)(d)
Product Name: VI Series/50 Series Picture & Fixed Window
53" x 73"
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line
Windows And Doors based on Method id 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 SW13042, 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 SWD042 require further engineering
analysis by a licensed engineer or registered architect.
S. See Installation Instructions SWD042 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
• ^6^A,) BUILDING DROPS Date: 10/19/2017
• A Perfect Solution in Every Drop! Report No: 5226
Certificate of Authorization: 29578
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the
Current Florida Building Code 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:
•
TAS 201-94
•
TAS 202-94
•
TAS 203-94
•
AAMA/WDMA/CSA 101/I.S.2/A440-11
•
ASTM E1886-05
•
ASTM E1996-12
Referenced Data:
1.
Product Testing performed by Architectural Testing
(FBC Organization # TST1558)
Report:
Dated:
E5302.01-109-18
3/17/2015
E5302.02-109-44
3/17/2015
E5302.03-109-44
3/17/2015
2. Quality Assurance
Window and Door Manufacturers Association
(FBC Organization #: QUA2515)
3. PVC profiles certified by AAMA in accordance with AAMA 303
4. Material Certification
Miami Dade RER — Product Control Section NOA
E.I. DuPont De Nemours & Co., Inc. Butacite PVB Interlayer
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS Date: 10/19/2017
A Perfect Solution in Every Drop! Report No: 5226
Certificate of Authorization: 29578
Installation: 1. Approved anchor types and substrates areas follows:
Nail Fin:
A. For two by (2X) wood frame substrate, use #8 Wood Screws wood frame anchors of
sufficient length to achieve minimum embedment of 1.50" into wood framing.
B. For metal stud substrate, use #8 Self -Tapping type metal stud anchors of sufficient
length to achieve a minimum of 3 threads of penetration beyond metal structure.
Throunh Frame:
A. For two by (2X) wood frame substrate, use #10 Wood Screws wood frame anchors of
sufficient length to achieve minimum embedment of 1.50" into wood framing.
B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is
employed, use 3/1V diameter ITW Tapcons type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16"
diameter ITW Tapcons type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
D. For metal stud substrate, use #10 Self -Tapping type metal stud anchors of sufficient
length to achieve a minimum of 3 threads of penetration beyond metal structure.
Refer to Installation Instructions (SWD042) for anchor spacing and more details of the installation
requirements.
Design Pressure: +/- 55 psf
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
. 4
INSTALLATION NOTES: SILVER LINE WINDOWS AND DOORS
1. ONE (1) INSTALLATION ANCHOR 1S REQUIRED AT EACH ANCHOR LOCATION
CHnwm
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM
NUMBER OFANCHORS 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
ME., 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 3/81NCH. SHIM WHERE
SPACE OF V16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER.
S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE N8 WOOD
SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON HALLS OF SUFFICIENT
LENGTH TO ACHIEVE 1.1/21NCN MINIMUM EMBEDMENT IN70 WOOD
SUBSTRATE.
V1 SERIES150 SERIES PICTURE & FIXED
SPECIALTY WIND 0W (2130){IMPACT}(H VHZ)
GENERAL NOTES
1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94
• TAS 202.94
TAS 203.94
• AAMA/WDMA/CSA 161/1.5.2/A440.11
ASTM E-1896-OS
• ASTM ELS96-12
6. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 08
SEtf-TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3
2. ADEQUACY OF THE EXISTING STRUCTURAL
THREApS PENETRATION BEYOND METAL WALL.
CONCRETE/MASONRY, 2X FRAMING, AND METAL. FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
7. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETUMASONRY, USE 3/16 INCH
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 INCH
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
MINIMUM EMBEDMENT.
INSTALLATION.
8. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING
USE 910 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-112 INCH
MIWNIU -EMBEDMENT INTO WOOD SUBSTRATE.
9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE
!10 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM
OF 3 THNEA05 PENETRATION BEYOND METAL WALL.
10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,
INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATING.
12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, 00 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.
13, INSTALLATION ANCHORS SHALL 8E 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.
14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON
SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 30DO PSI;
C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM G90 WITH
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS
TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSt
D. HOLLOW BLOCK CMU -UNIT STRENGTH CONFORMS TO ASTM C-90 WITH
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI,
E. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WAL£.THSCKNESS
OF 35.9 MIL (0.0478" or 18 GAUGE). MIN. 1/2" EDGE DISTANCE:.
F. ALUMINUM -MINIM
UMALLOY6063-TS.MINIMUMYVALLTHtXNESSOF
1/16". MIN.1/2" EDGE DISTANCE.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE, BUCK DESIGN AND INSTALLATION 15 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, IN HVHZ AREAS, ONE TIME PRODUCT
APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR
AM.
5, APPROVED 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
CHAPTER23,.
8, GLASS MEETSTIIE REQUIREMENTS OF ASTM E 1300
GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS.
TABLE OF CONTENTS
SECTION
I REVISION
SHEET DESCRIPTION
3
-
INSTALLATION & GENERAL NOTES
2
-
ELEVATION & ANCHOR LAYOUTS
3
-
VERTICALSECTIONS
4
HORIZONTAL SECTIONS & GLAZING MINIS
5
BILL OF MATERIALS &COMPONENTS
DESIGN PRESSURE TABLE
OVERALL SIZE
DESIGN
PRESSURE
MISSILE IMPACT
RATING
WIDTH
HEIGHT
S3"
1 73"
-55 /-SS PSF
LARGE & SMALL
MISSILE IMPACT _
Silver Lim
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DATE: 1
l SCALE: NTS
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I OF 5
MAX. FRAME
WIDTH 53.00"
F
I
D.L.O. MAX
WIDTH 48.50"-
3 3
-
F
4 MM. FRAME
HEIGHT 73.00"
D.L.O. MAX.
HEIGHT 5 .50"
ELEVATION
all MAX.
FROM --�{ 14" MAX.
CORNERS I �... � O.C.
1 14"
O.C.
f
8" MAX.
J
FROM
CORNERS
ANCHOR LAYOUT
FINLESS
2" MAX.
FROM
CORNERS
i
1-.
10" MI
U.C.
f
2" MAX.
FROM
CORNERS
j-_ (W_)__ j
t ; f TI
(N) ' II+H} JJ (H) �'�� (H) �// (+HI)
L__ _-J
--j (W) I-- f (W)�
I I i--(W)--) r—(W)—� �~—(W)---j IE
lH) J f T—.
_ .___� T ____
E ` i '� `--- i T I i (H)
lL lL � � E lHI
L �J `t .L
UNITS OF THE SHOWN SHAPES ARE ALLOWED PROVIDED CONSTRUCTION, GLAZING, A,
ANCHORAGE ARE PER DETAILS SHOWN HEREIN. ALL SHAPED UNITS SHALL FIT WITHIN THE
RECTANGULAR AREAS AS SHOWN.
MAXIMUM W = 53"
MAXIMUM H = 73"
MAXIMUM DP = +J- 55 PSF
—1. MAX.
O.C.
ANCHOR LAYOUT
_ ._......... _............—FIN
(W) 1-1
(H) I (W) 1
1 L (H)
T
NOTE.;._ ._. .. ...
WINDOW WIDTH (W) AND HEIGHT
(H) ARE INTERCHANGEABLE FOR ALL
SIZES SHOWN HEREIN NOT TO EXCEED
MAXIMUM TESTED SQUARE FOOT AREA.
ANCHOR SPACING SHALL NOT EXCEED
THOSE SHOWN FOR LONG OR SHORT LEG
OF UNIT:
Silver Line
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FL p:
FL17767
DATE: 10.16.17
j SCALE: NTS
DWG.N: SWIV42
2 OF 5
• r
N10 WOOD SCREW 3/4" MIN.
INSYALLAFlON ANCHOR —..�j
MIN. 3 THREADS
Silver Line
IaAndeis'en
CONCRETE MASONRY EDGE DISTANCE
I
METAL STUD BY OTHERS,
PENETRATION
�' BEYOND METAL
BYOTHERS A % •
SEE SHEET I INSTALLATION NOTE 14 "*--..�
STRUCTURE
CAULK BETWEEN • °
CONCRETEBnYOTHERS ° °
128SELF-TAPPING SCREW
INSTALLATION ANCHOR
3J8"MIN. ,
ONESILPERWEnRSE
IN 6tJYStl^.Q, sat
2X WOOD BUCK/STUD—
BY OTHERS 1 1/2. MIN.
EXTERIOR FINISH & SHEATING�
BY OTHERS
GE
pO TANCE
o-x: sm zsT•.:
]®
EXTERIOR FINISH EMBEDMENT
BACKER ROD &
SEALANT BY OTHERS.
-
u
BY OTHERS ..
0
N
T
4"MAX. J
PERIMETER SEALANTHIM SPACE
/
1/4" M�
_ SHIM SPACE
$ ? T z
S
w
a Y
BY OTHERS
(
d � G �
E7 =
�
O.A.
2
r
O.A.UNIT
UNIT
/':3
vy w `.HEIGHT
HEIGHT
N H $
is m^
$EE GLAZING
SEE GLAZING
DETAIL,SHEET4aEXTERIORERIOR
cc N
wDETAIL,SHEET4
EXTERIOR
INTERIOR
°
REMARKS
BY
DATE
A 6TH M ENT N
AR
10.161
VERTICAL SECTION
_.
VERTICAL SECTION
_
'. `
ixWOODBUCK
T
HEAD•METAISTUD
FIN INSTALLATION
,x>wuixc. ew vco;mR:xwi.aiear.R<�
wn oJrwancx:a•urro•unnwvLn,e..
•LT<ATRx4>aP UPb.^Y.:tM1MilRxw UAOf:+f+
Wat \LSTU Ix SJCfUN[Nf 41E xUT YrYdIRUA'A
4At• AYE Altt+' TtOv
FINLESS INSTALLATION
EXTERIOR INTERIOR EXTERIOR INTERIOR ``t`0tilF 1114",�',
NOTE: IX WOOD BUCK �e� Q��
SEE GLAZING BY OTHERS IS OPTIONAL SEE DETAIL, GLAZING
DETAIL, SHEET 4 FOR MASONRY APPLICATIONS, SE 7.
DETAIL E/4, zg$
O.A. O.A. * ! ?
UNIT UNIT / \ '" 'b T T a
HEIGHT / 3 HEIGHT ( 1 3 p W
1/4" MAX. ��'� L 2�C
t �k' / 1 1/a°Max. . F` •••.......
G .
U J a SHIM SPACE 2 I r SHIM SPACE
s`S/OPjJ�t
rtaaoA vc w 73na
autmc mc°s trot
PERIMETER SEALANT OTHERS BACKER ROD & 3/4"MIN. +aa c DANu DMA CK u
EDGE DISTANCE
evn.� ax
SEALANT BY OTHERS _ FVE omrE wiraanai na. veeTa
EXTERIOR FINISH a 1 1/4" MIN. j_
BY OTHERS ° EMBEDMENT EXTERIOR FINISHr- 1 FLN:
BY OTHERS F L17767
CONCRETE/MASONRY SILL + I 2X WOOD BUCK/STUD —' "
BY OTHERS , I BY OTHERS DgTE:
1'ft" MIN. SHEATHING 10.16.17
3/16" ITW TAPCON EDGE DISTANCE BY OTHERS EMB 1, MIN. DWG. BY: CHK. BY:
INSTALLATION ANCHOR N8 WOOD SCREW, OR 11 GAUGE AR I H FN
ROOFING OR 10d COMMON NAIL SCALE: NTS
VERTICAL SECTION INSTALLATION ANCHOR (� VERTICAL SECTION SILL - ZX WOOD FRAME I)—.;,: SWD042
SILL-CONCRETE/MASONRY FIN INSTALLATION SHEET
FINLESS INSTALLATION ^( OF 5
1-1/4" MIN.
EMBEDMENT
1/4-'MAX.
CAULK BETWEEN
SHIM SPACE
CONCRETE/ MASONRY & 1X
WOOD BUCK BY OTHERS
CONCRETE/MASONRY
v
BYOTHERS1�
INTERIOR
1X WOOD BUCK (OPTIONAL)
4
BY OTHERS
3
SEE GLAZING
`DETAIL
1 }4"
EDGE DISTANCE
t
3/16" ITW TAPCON INSTALLATION
2
ANCHORS
EXTERIOR
.............
EXTERIOR FINISH
CIA.
BY OTHERS
UNIT
WIDTH
PERIMETER SEALANT
BY OTHERS
HORIZONTAL SECTION
JAMB • CONCRETE/MASONRY
FINLESS INSTALLATION
SitverLEr>e
31W, MIN. Andes'
EDGE DISTANCE
1/4" MAX.
SHIM SPACE CAULK BETWEEN ONC51[V•gU'ILDA4YE
NtlRiN ggUNlt'dll, N168"r�11
CONCRETE/ MASONRY & 2X
WOOD BUCK BY OTHERS
INTERIOR i CONCRETE/ MASONRY w Z
�!� BY OTHERS
2X WOOD BUCK/STUD
BY OTHERS Z o z o
SEE GLAZING 1 [[I � b u F t7 X s�
DETAIL 3 4 � 0 9 gal
k
Y h w � ?
\ 11/2'. MIN. ' ts. '-
N C w i
EMBEDMENT `N` M m
q8 WOOD SCREW, OR 11 GAUGE C- a
EXTERIOR ROOFING OR lod COMMON NAIL
2 INSTALLATION ANCHORS REMARKS BY DATE
O.A. EXTERIOR FINISH A•6TH FBC 10MON AR ID66.1'
UNIT BY OTHERS
WIDTH
BACKER ROD & SEALANT
BY OTHERS
anas•:uarm ecucxoomwmw.c:[cnrnn-�
rF' _ HORIZONTAL SECTION rwmnu svc.uvra:ls,pvaoraxa.:
,L [>a[ca:t•aorrPrs. .Llosc,rtn.almn[a
xu[<nrs n r Ns eacuvcw uE vor Ptxvm[a ua
JAMB -WOOD BUCK
FIN INSTALLATION ,LLTL 1111I t J1 J
O
3/4" MA, I.G. LAMINATED GLASS
CONSISTING OF:
1/8" ANNEALED GLASS,
/4" SUPER SPACER,
5/32" ANNEALED GLASS
0.090" BUTACITE PVB INTERLAYER BY DUPONT,
5/32" ANNEALED GLASS
EXTERIOR INTERIOR
2 / O MIN. GLASS
i 0 BITE9/16"
/
1/6" S_�'ITING BLOCK
1
\ %DOW 995 SILICONE
GLAZING DETAIL
�• .O
±�•: TT ?�
N-4! AW.13"e
Fl. P.[. No 7M
. .. -
am" mml'A Wa
7P0 C. K 6LAQ1 V. P sm
NNN Aum rA
FOR C4RC gp /�UrNOaU1W1 Na C!!tB
NOTE:
Fla:
1) FIXED GLASS LITES GREATER THAN 36" IN WIDTH SHALL HAVE
F L17767
TWO APPROVED SETTING BLOCKS AS SPECIFIED IN FBC
CHAPTER24. j
DATE: 10.16.17
2) FOR INSTALLATION ABOVE 30 FT. ABOVE GRADE IN AREAS
REQUIRING IMPACT RESISTANCE, ALL UNITS MUSTSAFETY
BE
uwGAR
�HKHFN
GLAZED OR COVERED BY AN IMPACT PROTECTIVE SYSTEM PER 1.
FBC CHAPTER 24.
SCALE: NTS
DwG. a: S W D042
SHEET
4 OF 5