HomeMy WebLinkAboutProduct Approval 398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach, FL 33004
A Perfect Solution in Every Drop! 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report RECEIVED
Of OCT 29 2018
Silver Line Windows & Doors ST. Lucie County, Permltting.
V1 Series/70 Series Single Hung Window (2907/4907)
Extruded Vinyl Window w/Flange
for
Florida Product APP ro
r -1i L
FL##. FL14911
Report No. 5884
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Windows
Sub—Category: Single Hung
Product: V1 Series/70 Series Single Hung Window
(2907/4907)
Material: Vinyl
Product Dimensions: Refer SWD053 for Dimensions
Prepared For:
Silver Line Building Products Corp.
One Silverline Drive
North Brunswick, NJ 08902
Prepared by: o````ff !ra,,tcOr��'�i
Hermes F. Norero, P.E. �• •'
Florida Professional Engineer#73778 e E
Date:08/15/2018 *' N . 7 7
Contents: S. A OF r
Evaluation Report Pages 1-3
p g pT O
Digitally signed by Hermes F.Norero,P.E. IL
Reason:
Reason:I am approving this document /�� L
Date:2018.08.1717:33:15-04'00' Hermes' t 1000$, P.E.
Florida No.73778
BUILDING DROPS FL#: FL14911
A Perfect Solution in Eve Drop! Date: 08/15
/2018 Every P• Report No: 5884884
Certificate of Authorization:29578
Manufacturer: Silver Line Building Products
Product Category: Windows
Product Sub-Category: Single/Triple Hung
Compliance Method: State Product Approval Method(1)(d)
Product Name: V1 Series/70 Series Single Hung Window(2907/4907)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line
Building Products based on Method 1d of the State of Florida Product Approval, Florida Department
of Business and Professional Regulation-Florida Building Commission.
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 SWD020,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in 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.
5. Site conditions that deviate from the details of drawing SWD053 require further engineering
analysis by a licensed engineer or registered architect.
6. See Installation Instructions SWD053 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 3
BUILDING DROPS FL#: FL14911
A Perfect Solution in Eve Drop! Date: 08/15
/2018
Every P• •Report No: 5884884
Certificate of Authorization:29578
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Quality Assurance Entity through
Window and Door Manufacturers Association(FBC Organization#QUA2515).
Performance Standards: The product described herein has been tested per:
• AAMA/WDMA/CSA 101/I.S.2/A440-11
Referenced Data:
1. Product Testing performed by Architectural Testing,Inc.
(FBC Organization#TST1795)
Report#:ATI E5613.01-109-47 Report Date:03/03/2015
Report#:ATI G1000.01-109-47 Report Date:08/08/2016
Report#:ATI C7073.01-109-47 Report Date:06/17/2013
Report#:ATI G8077.01-109-47 Report Date:03/29/2017
.Report#:ATI D2935.01-109-47 Report Date: 12/30/2013
Report M ATI G0996.01-109-47 Report Date:08/02/2016
Report M ATI C4709.01-109-47 Report Date:01/11/2013
Report M ATI D5514.01-109-47 Report Date: 03/18/2014
2. Quality Assurance Entity
Window and Door Manufacturers Association
(FBC Organization#QUA2515)
Installation Method: Please refer to installation instructions,SWD053,for anchor methods,selection,spacing,
edge distances,embedmenVs and further details of installation.
Design Pressure: Please refer to installation instructions,SWD053,for mull combination grouping,
configurations,and corresponding design pressures.
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 3
Silver Line
SILVER LINE BUILDING PRODUCTS CORP. by
�" ` jj
3
V1 SERIES/70 SERIES SINGLE HUNG WINDOW (2127)
ON BRUNS LINE DJ 0E
NONTN BRUNSWICK,W 08902
(IMPACT RATED)(HVHZ) u 91
PH:aW z 77a
zN s
0tL mw o ?.16 IN$
Ir'"i�p FZ
(D M2
oz g� zgs6
GENERAL NOTES: Z z j
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE TABLE OF CONTENTS
DESIGN MISSILE �+ /
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. � w !
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION n `a
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94 52" 73" CIA +55/-60 PSF UMI/SMI 1 GENERAL NOTES&GLAZING DETAIL a
• TAS 202-94 2 - ELEVATION&ANCHOR LAYOUTS
• TAS 203-94 REMARKS BY DATE
• ASTM E330-02 3 - VERTICAL SECTIONS
• ASTM E1886-05
• ASTM E1996-06/09/12 4 - HORIZONTAL SECTIONS
• AAMA/WDMA/CSA 101/I.S.2/A440-08 5 - HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOES&
REINFORCEMENT DETAILS
2. ADEQUACY OFTHE EXISTING STRUCTURAL
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING "
MD-GE HE PR W UM IN MM OR PMT
ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WDHOMWR NWMENTOF BURDINGN KNC
WITHSTANDING AND TRANSFERRING APPLIED PRODUCTuTaunDN%M=DN%IUGxDaxnNe;DaDTHER
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE NMDNGsron'N Wanaxrx1-MOUR �mEN.
Rmrtrtou+D
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. Iailaclln sig OIti &ijf'Ipre ant
43/64"O.A.I.G.(AMINATED GLASS 1 A�
CONSISTING OF: ate: 0{j
E
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND �� •' ��1/8"ANNEALED GLASS �� E••
e ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE �
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7/32"STEEL SPACER ' `S•• �O
` RESPONSIBILITY OF THE ENGINEER ORARCHITECTOF �{I 3/32 ANNEALED GLASS N 7
RECORD FOR THE PROJECT OF INSTALLATION. I 0.090"SAFLEX PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY -0
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 3/32"ANNEALED GLASS
GENERICANDASPECIFICSIEOE
TE.AT )oP
F SITE CONDITIONS CAU INSTALLATION
/� i�'jQ��
5 A LICENSETO D EDETAILED FROM THE REQUIREMENTS
ENGINEER EROR ARCHITECT SHALL ALL PREPARE SITE
EXTERIOR
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN / INTERIOR 7N�F1.pp o 73 78
NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT ' MO D N•.NO
auumNo oaoes NO
APPROVAL TO BE OBTAINED FROM MIAMI-DADS RER OR I I 398 a uNIA
o =MaW 3v
,n
AHI. Pa6E mOF euaET.a wrNoa¢AnaN No sone
STEEL SPACER
p
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED MIN.GLASS FL#: F L 14911
ON THIS PRODUCT IN AREAS REQUIRING IMPACT 1/8"OR 3/32" BITE 7/16"
RESISTANCE. SETTING BLOCK
�g 6. WINDOW FRAME MATERIAL:PVC DOW 995 SEALANT DATE: 01.23,18
S DWG.BY: CHK.BY:
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD GLAZINGDETAILI HR HFN
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS
g CHAPTER 23. NOTE:
ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.#: SWD050
B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET:
GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
OF 5
Silver Line
B tyAnderseri
s�
C
ONESIWERLINEDRP/E
NORTH BRUNSWICK.NJ 08902
PH:BW 236-0228
U m
MAX.O.A FRAME z p
E
WIDTH 52" 'z-^n C Q r e
MAX.D.L.O. w
WIDTH 47.69" p ? �g� a
3"MAX. 6"MAX. 6.25"MAX. o z 'D O.C. FROM 0 z z
FROM s s
a I` I 3 "E ••
A B
3 3
CORNERSCORNERS p l a-
�� z
zz o �a
w> F Y m m
L NOTE:
ALL FASTENERS ABOVE
THE MEETING RAIL IN J i a
THE INTERIOR JAMB F-
6"MAX. ^0^ TRACK�MUST BE FLAT HEAD ^p^ ~ a
MAX.D.L.O. "O" O.C. REMARKS BY I DATE
HEIGHT33.50" C
4
12.50"MAX.
MAX.O.A FRAME O.C.
HEIGHT 73"
TX ENT IST EPROPERTYOF I'll-N ORO W
D WRNO�WNTTEN WN.ONT000F BInIINNG DROPS,WC
4 AlTFM1WNS,RO01110NS,XIGMIGHIING O0.0DRA
MAX.D.L.O. ^% %�� MNWNGSTOTXISOMUMEMARE NOTPERMITTED AND
HEIGHT33.50" % 6.25"MAX.
NNAwATE RaRNPIunaN.
3"MAX.
FROM FROM ,iiiiilltlll/�/
CORNERS CORNERS
i
1 1 �
o S A OF
ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT 0� w`"�
L SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW
FLORIDAPS N6 73778
S BUIIOW0 No
INC
398 L DANA
DANA BEAM,BFAG51 Rw. 33 a5
E F81PE MRT.M ANHOEBZAnCN Na 285M
FL#:
FL14911
DATE: 01.23.18
DWG.BY: CHK.BY:
HR I HFN
SCALE: NTS
DWG.#: SWD050
SHEET:
2
OF 5
Silver Line
byAncWIWh
EB"
_ ONE SILVERUNE DRIVE
pp O NORTH BRUNSWICK,N108902
PH:800 234-0218
LD Z N R
Vi
I. Z &
G o
SEE GLAZING SEE GLAZING 0° � �=x
oz (DU
DETAIL,SHEET 1 DETAIL,SHEET I 3 S poo R m
w Z a
O Q n mm
O 7 w
f W
K
� a
REMARKS BYDATE
z ~
x
W W
2 x
EXTERIOR INTERIOR a1� EXTERIOR INTERIOR
LL ANDSHRLLNOf BF REflt00V[SDIN WNDIFN VNR
V WIDNIIR WRIRFN WIMWOFBUROING DROP.INC
a ALIEPAIpN.RDORIDNS,HIGHUGNNNG,ORI—M
.MARNNGS NNAUDfRh ou����PEWWREOAND
d Cs
``r��11i 161Iafl/�
I
J �* N .77
d o �
SEE GLAZING SEE GLAZING '0 S A. -OF 7r
DETAIL,SHEET 1 DETAIL,SHEET 1 0 O' SOP •l(f�,`
He6K6aoiooroa'dX
I/ 6/ =DDAA PPB No 73778
M E.OANIBEA ePWKKx BLIO./S]!
DANIA AOA R JJOOf
FBPE CERT.OF wiHaR>UnaN No.2857e
E
o u FL«. FL14911
DATE: 01.23.18
DWG.
cH HFN
SCALE: NTS
A VERTICAL SECTION g VERTICAL SECTION DWG.#: SWD050
3 NAIL FIN 3 THRU FRAME SHEET:
OF 5
Silver Line
byAndOrkh
ONE SILVERUNEDRIVE
NORTH BRUIMI[M NJ 08902
PH:800 1344228
tjZ
INTERIOR SECTION FOR z I, e
SECTION FOR Z
SEE GLAZING CONSTANT FORCE
BLOCK&TACKLE SEE GLAZING w
BALANCERS/o\ DETAILSHEET1
DETAIL SHEET 1 /oma BALANCERS 3 E s 21
I
1 w0 ommq,
OO OO ®j 0 o z_ z z s r H
ED= C°TL,
EXTERIOR l �i
Q
W
r• D.L.O.
REMARKS BY DATE
MAX.FRAME WIDTH
HORIZONTAL SECTION
4 UPPERSASH
N
RNDAWLNOf BEPFi0.000D:D IN WNDIE DRPNR
WRHDUfWRIJMDM0r,%HI BURIaNDDRDES,INC
ILLTFMTIDNS,RD DDI I.E H WIRIGHDNG,OR OTHDI
SEE GLAZING mnnnNssroTwsoavMENrnRF—Pl nm�EDaxD
SEE GLAZING wvartauR
CETAILSHEETI INTERIOR DETAIL L�3lfittttfI1,'
. 7 �O''
\_ S A OF :ir
EXTERIOR
1► D.L.O. a:EN.iavTe�'
c BIAIDMO DROPS,INC
ave E.DIVMDANIA efA01 9.VD./sTe
E
MAX.FRAME WIDTH - RIPE OIRT.OF AUI10187A110N N.78378
FLN:
p HORIZONTAL SECTION FL14911
4 LOWER SASH DATE: 01.23.18
DWG.BY:
c"K.BY:
SCALE: NTS
DWG.a: SWD050
SHEET:
OF 5
1/4"MAX. .
MIN. SUBSTRATE MINEMBEDMENT SSUBSTRATE SUBSTRATE Silver Line
HIM SPACE
EDGE DISTANCE BY OTHERS 3 BY OTHERS BY OTHERS MARde"i's M
INTERIOR
SCREW IN THE INTERIOR
r
CHANNEL
MIN.
MIN. EDGE DISTANCE IR+w
ONE SILVERLINE ORNE
EMBEDMENT p U NORTH 8RUNSwIC8,W 09902
SCREW IN THE EXTERIOR w< PH:800 236-4228
CHANNEL � z,�_
PERIMETER SEALANT 1/4"MAX w z U
BY OTHERS o SHIM SPACE
PERIMETEBLA
Y OTHER SEA INT
RS Z�` B
EXTERIOR MIN. SHIM SPACE v1 N N a a e
EXTERIOR INTERIOR EXTERIOR P771 INTERIOR '�+'V J o z $_
EMBEDMENT z 3 Lg z l- p-5 3 M
NQ PZz 0m�aaa
HORIZONTAL SECTION o Z ;o W 0.3
A
VERTICAL SECTION g HORIZONTAL SECTION C N 3: 13:5 U o W o
6
THROUGH FRAME(HEAD) 6 THROUGH FRAME(JAMB) 6 NAIL FIN(HEAD) ++ a a o 3
N= OZZ ''DO n
2 N—� m
1/4"MAX. REINFORCEMENT DETAILS ' o W a
SUBSTRATM SPACE
BY OTHERS 10.34"
H a
INTERIOR Z 0.87"
— 0.13" REMARKS BY DATE
0.77" �
INTERIOR " T I �0.46„
o e EXTERIOR } 0.06" 0.87"
0.45"
z 1 O LOCK RAIL TOP O O D
EXTERIOR 1 2 ALUMINUM NG RAIL BOTTOMUFT RAIL 11 SASH PRD
ALUMINUM ANDSHALLNOfN ONSOOO l-EOR,
ALTS S,AD ITIOW,TDFRUILNNG DROPS,ING
ALTFMTION;ADDRIONS,HIGINGHIING,OR
NWIDNGSTDTNLS OONMENTARE MIf1EDADAN0
MIN.EDGE ou¢RrniuTION.
oN. .
DISTANCE xvnu11J1i17111�/
D HORIZONTAL SECTION E VERTICAL SECTION ANCHOR SCHEDULE \•
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN.EDGE �` •• O '�I�
>; 6 NAIL FIN(JAMB) 6 MEETING STILE OIsrANCE
R WOOD:MIN.SG=0.55 A8 WOOD
SCREW
D 1.5' 0.75'PAN �` :•�\•E••S•• �O
®
INSTALLATION NOTES: ? N .7 Z
NAILING FIN 3 THREADS MIN ' y,
METAL:18 GAUGE Steel, N8 TEK SCREW PENETRATION BEYOND 0.60'
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. MIN.Fy=33KSI ATIONMETAL ® 'O S-A- OF Q^
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF TH #10 PAN HEAD INE
r pp1.17 0.75'
MAXIMUM SIZE LISTED.
EXTERIOR CHANNEL
W
)pP.• ��L`�
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT WOOD:MIN.SG=0.55 #10 FLAT HEAD IN THE 'S, O
O 1.5' 0.76'
DETAILS(I.E.,WITHOUT CONSIDERATION OFTOLERANCES).TOLERANCESARE NOTCUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEM. IN7ERIORCHANNEL Idp YORecb+�E
FLORIDA P.E.No 73770
BMDNO DROPS INC
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM AHO PAN HEAD IN pEN3ETRATON BMIN 0.50' 389°AIM A BEACH BLVD.
L W1 338WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. EXTERIOR CHANNEL
E METAL:18 GAUGE Steel, METAL RIPE CERT.OF AUTIOMZATON No M578
5. FOR MASONRY OR CONCRETE OPENINGS,IX WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENTAND EDGE MIN.Fy=33K51 3 THREADS MIN FL#:
#IN FLAT HEAD IN THE PENETRATION BEYOND 0.60' F L 14911
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE INTERIOR CHANNEL
INFORMATION. METAL
$ THROUGH FRAME 3/16'RVJ TAPCON
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND FLAT HEAD IN INTERIOR 1.26' 1.75' DATE: 01,23.18
SIDING. CONCRETE:fG3000PSI CHANNEL
HEX HEAD IN EXTERIOR 125' 1.76•
3/16'ITWTAPCON DING.YY: CHK.BY
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT CHANNEL
COATING. 3/IB'frWTAPCON SCALE: NTS
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FLATHEAD IN INTERIOR 1.25• +.76• DWG.#: SW D050
eL MASONRY:CMU Pet ASrHE-EZE
CHANNEL
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. CSD MIN.2000 PSI SHEET:
TAPCON
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS EXTERIOR 1.25' 1.75•
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. NEL
10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLATHEAD ANCHORS. OF 5