HomeMy WebLinkAboutProduct Approval-glass door BUILDING DROPS 398 East Dania Beach Suite 338
A Perfect Solution in Every Drop! Dania Beach, FL 33004
Certificate of Authorization:29578 954.399.8478 PH
1 954.744.4738 FX
2`Q�S"' O CL contact@buiIdingdrops.com
Product Evaluation Report
of
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOORS
70 Series / V3 Series/ (5800)
Gliding Patio Doors
(IMPACT) (HVHZ)
for , 01 V5'
Florida Product Approval REVIEWED FOR
FL# FL14998 CODE COMPLIANCE
ST. LUCIE COUNTY
Report No. 7292 BOCC
Current Florida Building Code File Copy
Method: 1—D (Engineering Evaluation)
Category: Exterior Doors
Sub—Category: Sliding Exterior Door Assemblies
Product: 70 Series/V3 Series/ (5800)
Gliding Patio Doors
(IMPACT) (HVHZ)
Material: Vinyl
Product Dimensions: See Installation Instructions, SWD040
Prepared for:
Silver Line Windows and Doors ``����++++r,,,���
One Silverline Dr. `` %�` E 0 �'
North Brunswick, N3 08902
N 0
Prepared by: 7 7 -�
Hermes F. Norero, P.E. S A OF '
Florida Professional Engineer#73778 ��T O lip.•,.•• ���
Date: 10/15/2020
Contents:
Evaluation Report Pages 1—3
Digitally signed by Hermes F Norero Hermes F. Norero, P.E.
Reason: I am approving this document Florida P.E. No. 73778
Date:2020.10.22 02:32:28+02'00'
BUILDING DROPS FL#: FL14998
A Perfect Solution in Every Drop! Date:10/15/20
Report No: 7292
Certificate of Authorization:29578
Manufacturer: Silver Line Windows and Doors
Product Category: Exterior Doors
Product Sub-Category: Sliding Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(d)
Product Name: 70 Series/V3 Series/(5800)Gliding Patio Doors
(IMPACT)(HVHZ)
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 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 SWD040, 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 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.
5. Site conditions that deviate from the details of Installation Instructions SWD040 require
further engineering analysis by a licensed engineer or registered architect.
6. See Installation Instructions SWD040 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida P.E. No. 73778
Page 2 of 3
BUILDING DROPS FL#: FL14998
A Perfect Solution in Every Drop! Date:10/15/20Report No: 7292
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 evaluated per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories, Inc.
(FBC Organization# TST 1589)
Report#: 110-15666-1 Report Date: 12/14/2012
Report#: 110-15666-2 Report Date:01/10/2013
Report#: 110-15934-1 Report Date:03/25/2013
2. Quality Assurance Entity
Window and Door Manufacturers Association
(FBC Organization#QUA2515)
3. Material Certification
Miami-Dade Country RER Product Control Office NOA
Current NOA for PVB Interlayer by Kuraray America (Previously DuPont)
4. Material Certification
Miami-Dade Country RER Product Control Office NOA
Current NOA for PVB Interlayer by Eastman Chemical Co(Previously Solutia)
5. PVC profiles certified by AAMA in accordance with AAMA 303
Installation Method: Please refer to installation instructions,SWD040,for anchor methods,selection,spacing,
edge distances,embedment's and further details of installation.
Design Pressure: Please refer to installation instructions, SWD040,for mull combination grouping,
configurations, and corresponding design pressures.
Hermes F. Norero, P.E.
Florida P.E. No. 73778
Page 3 of 3
A M E R I CA N CRAFTSMAN WINDOWS AMERICAN CRAFTMANS WINDOWS
SILVER LINE WINDOWS AND DOORS
SILVER LINE WINDOWS AND DOORS NQRTMI� VE
02
70 SERIES/V3 SERIES/(5800) PH:18e51-741-0 354
GLIDING PATIO DOORS g$� aF,
GENERAL NOTES: (HVHZ)(IMPACT) W^Q� - Lv if
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO _ o F
COMPLY WITH THE CURRENT EDITION FLORIDA BUILDING CODE(FBC), ?= o
DESIGN PRESSURE TABLE O !
INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE
FOLLOWING: o tD n
• TAS 201-94 SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING ^ = c U�
• TAS 202-94
W
• TAS 203-94 71.625"X 80.0" XO +50/-50 PSF LARGE MISSILE i
REMARKS BY DATE
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X TABLE OF CONTENTS 6TH FBC EDITION FM 10/17
FRAMING,AND METAL FRAMING AS A MAIN WIND FORCE RESISTING 7TH FBC EDITION LH 10/20
SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED SHEET REVISION SHEET DESCRIPTION
PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE I B GENERAL NOTES&GLAZING DETAILS
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 2 B ELEVATIONS&ANCHOR LAYOUTS ow rsrl.u,v erns ammo Ma01
INSTALLATION. 3 B VERTICAL SECTIONS 0ONDrM ftO"">�WR
caoas G�11{{1��wrrum+m atw¢
/•OI M IW�OlNR OL7JIRm MOOT A
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED 4 B HORIZONTAL SECTIONS e0�a"��'s�
•oe r n[s®K 00 410c240M FOR w[
riM•s oaaroir,
..TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK 5 e I ANCHOR DETAIL&SCHEDULE&INSTALLATION NOTES F o
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER 6 B COMPONENTS&BILL OF MATERIALS R R �
OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. D •a .�
E p
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND 1"OA O.O.I.G1/8 ANNEALED GLASS 7 7 O
MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF SITE .090"PVBINTERLAYER
CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE 1/8'ANNEALED GLASS OF to
REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR AIR SPACE
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH 3/32"TEMPERED GLASS
THIS DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME EXTERIOR ;
PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR INTERIOR
me COtf.or wn,awvnw r.sa7•
GLAZING SPACER F,a
5. APPROVED IMPACT
PRODUCT IN AREAS REQUIRING EIM ACT ES RESIST SYSTEM IS NOT ANCE.
ON THIS INTERCEPT FL 14998
SILICONE
6. WINDOW FRAME MATERIAL:PVC DATE: 09.28.17
0.5"MIN.GLASS SETTING BLOCK DWG.BY: CHK.BY:
7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. BITE _ i' CL HFN
SEE SHEET 1 FOR GLAZING DETAILS. SCALE: NTS
GLAZING DETAIL 1 DWG.N: SWD040
SHEET:
GLAZING NOTE:
GLASS THICKNESS AND TYPE SHALL COMPLY WITH
ASTM E-1300 GLASS CHARTS REQUIREMENT
2L 6
UNIT MAX. AMERICAN CRAFTMANS WINDOWS
j WIDTH 71.625' SILVER LINE WINDOWS AND DOORS
D.L.OMAK.
I WIDTH 31.75" UNIT MAX.WI 71.625 ONE SILVERUNE DRIVE
DTH "-�
A D.L,O MAX. B � NORTH BRUNSWK7C,N108902
3 WIDTH 31.75 3 PH:(888)-711-0354
y U
2 a
��Q 3 0,
UNIT UNIT H 0 s p
Z. x_}}
MAX. D.L.O.MAX. MAX. D.L.O.MAX. a Z S
HEIGHT HEIGHT
n N n H HEIGHT ��V�� n n Z j p W E 60.00 /� Ct 72.18" 80.0" X O HEIGHT
A 72.18"
a B cc = m k
W
4 N m
O Q O
W
?= ec
H O
REMARKS BY DATE
6TH FBC EDITION FM 10/17
7TH FBC EDITION LH 10/20
ELEVATION ELEVATION
1.5"FROM M KW A&mmsVsm WyD M IM V IM
CORNER(TYP.) n4 lt
9"MAX.(TYP.) c umio am=a raw=*w
t 6.0"FROM "W''K
6.0"FROM 6"(TYP) &0"FROM 6"(TYP) Documort
CORNER(TYP.) CORNER(TYP..
CORNER(TYP.)
.. o
?* N 7 7
� � SA OF itZ
IIX11 NON ItXli NOu
r f
�1..� EY!
Li1PC mtt 66 J�100f�21M
FL It:9•MAX.(TYP-)� FL 14998
6"MAX.(TYP.) DATE: 09.28.17
1.5"FROM r 6.0"FROM DWG.BY: CHK.BY:
CORNER(TYP.) CORNER MP.) ANCHOR LAYOUT CL I HFN
ANCHOR LAYOUT THROUGH FRAME SCALE: NTS
DWG.a: SWD040
h
NAIL FIN SHEET:
0F 6
AMERICAN CRAFTMANS WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVERLINE DRIVE
L --L—fft NORTH BRUNSWICK,NI 08902
C PH:(888)-741.0354
8, Z'
'0
1 IUI 25 Q Boa o °�'As =
4 Z�x opt
22 23 22 / N m
o W
3 14 07 J a
14 1- 6
SEE GLAZING SEE GLAZING REMARKS BY DATE
DETAIL SHEET 1 DETAIL SHEET 1 6TH FBC EDITION FM 10/17
INTERIOR �_., O EXTERIOR INTERIOR 7T}1 FBC EDITION LH 10/20
O EXTERIOR � J
SEE GLAZING GDOW ANDSEE GLAZING WDULAI a areas aaam� tent AM
f DETAIL SHEET 1 f DETAIL SHEET 1 00MOi FFa:MPE Kira-r WX
o0mne ause MRw1ATa T)KWE
1 F%W T[aEa.neFa aTNtJM MM A
14 umam ote=a wtw m AM
UK
m rewc ToemoFa Fat ua
/ ''M an oovAeR.
3 14 D/ ```InnnuEEeii
�0's
7 7
23
D SA OF
25 6 25 o ��fi LOP. ww
a3 0 EwIE�MN'L�
�3,M
EEou af10t 0. /
aM.V wa
S16A
FL 0:
FL 14998
DATE: 09.28.17
DWG.BY: CHK.BY:
CL I HFN
A VERTICAL SECTION g VERTICAL SECTION SCALE: NTS
DWG.a: SWD040
4 NAIL FIN 4 THROUGH FRAME SHEET:
OF 6
1 23 12 3 14 16 SEE GLAZING SEE GLAZING
DETAIL SHEET 1 DETAIL SHEET 1 AMERICAN CRAFTMANS WINDOWS
SILVER LINE WINDOWS AND DOORS
14 5 11 23
INTERIOR OO ONE SILVERUNE DRIVE
NORTH BRUNSWtM NI 08W2
o PH:I888{741-0354
SEE GLAZING SEE GLAZING
DETAIL SHEET 1 DETAIL SHEETS
zd
INTERIOR N O^
;a¢ i 0isi
COa 0
zz, all ;
0
m
O LD = W
Q
ui n
a ` C
REMARKS n BY DATE
EXTERIOR 10 2 EXTERIOR 14 1. 1 J 6TH FBC EDITION FM 10/17
22 D.L.O. —M D.L.O. i 7TH FBC EDITION LH 10120
MAX.FRAME WIDTH
A HORIZONTAL SECTION na� Nl�AR
5 NAIL FIN MOW� a��OW CUM
ODNDrn ao A V M OIL.eal N
25 23 12 3 14 16 ��A����
SEE GLAZING SEE GLAZING FO IM Roa Wo M KTA°a=HONK
DETAIL SHEET 1 DETAIL SHEET 1 LwowP AK as WENC oo*AW FM UK
nAI Ao ooaatm.
14 5 11 23 ,`,,`Lt'IIIfIrrrri///
INTERIOR OC ���
�> E �p
GLAZING SEE GLAZING 7 7
DETAIL SHEET 1 DETAIL SHEETI I
SEE •`
gq OF fir�
INTERIOR
%C G11Y.RAW 3 1 3m
DAWN 6 IL.33001
sere am or sa nea
0
FLY:
FL 14998
DATE: 09.28.17
� � a DING. aKHFN
EXTERIOR 10 2 EXTERIOR 14 25 SCALE: NTS
22 D.L.O. -i D.L.O. ( DWG..: SWD040
�....— MAX.FRAME' SHEET:
( HORIZONTAL SECTION a
S THROUGH FRAME
OF 6
MIN.EDGE DISTANCE
AMERICAN CgAfTMANS WINDOWS
MIN.EMI. SUBSTRATE BY OTHERS SILVER LINE WINDOWS AND DOORS
SUBSTRATE BY OTHERS
ONE StIVERIINf DRIVE
NORTH SRUNSWKX NJ 08W2
MIN.EDGE PH:(888F741-0354
DISTANCE
--r/�4'
MIN.EMS. g_
wt _ aa
tj N-R
� "4Jeft
3/8"MAX. 3/8"MAX p v X r
SHIM SPACE NOTE: SHIM SPACE H I= i
SILL AND JAMB HAVE o ?$ F 7
SIMILAR DETAILS
O= ED
EXTERIOR INTERIOR C 0 i Z om
EXTERIOR �
INTERIOR w m
q ANCHOR DETAIL g ANCHOR DETAIL
5 NAIL FIN(HEAD) 5 THROUGH FRAME(HEAD) REMARKS BY DATE
6TH FSC EDITION FM 10/17
7TH FBC EDITION LH 10/20
INSTALLATXIN NOTES ANCHOR SCHEDULE
1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MMIT MITAUATAN DETMA 000e®HD
AN
miac MD MWr WT WLSCT AeKw
IN
WOOD:MIN.SG•0. 010 WOOD SCREW 1.5 0.75 0 CAM:e'er`m 10 Kc E
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF Rol 19 f=MlbDn u Q u BIONm1 KTA4lB MM A
uooem o*Ao
ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. METAL:18 GAUGE 3 THREADS MI/ NLxw t� Amg 7fCT i&
014 TEK SCREW PENETRATION BEYOND 0.75
3. INSTALL
FRAME Slwl.MIN.Fy•33K31 '�tM•OODAID/i
�T 111117 f
INDIVIDUAL INCH THE DEPICTED LOCATION SPACING INCH
THE ANCHOR LAYOUT DETAILS(I.E., �RAN'6'N R METAL
1!4'ITW TAPCON 1.75 2.S
WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE 7 ,``� •• O Imo,'
FROM ONE INSTALLATION ANCHOR TO THE NEXT. 'ASTM C9�0 PS' 114'ITW TAPCON 1.75' 1.5' =� •E �i
' Q i
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). WOOD:MIN.M1"S.5S a V40M SCREW 1 s o rs _ j �
MAXIMUM ALLOWABLE SHIM STACK TO BE 3/3 INCH.SHIM WHERE SPACE OF 1126 /lAll Fqi �7e GAUGE THREADS AWN ' =
INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY MKI ry,"yMy IS TEK SCREW PENETRATION BEYOND o 7s S A OF
PLASTIC OR BETTER. METAL ' p
�i 0T
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING
BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER.AND SIDING.
6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF A
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. a c oAMA BFA01 a+o. 138
OAIU BGOL n
qrE oar.or AUBmAnoN N.mrs
7. FOR MASONRY OR CONCRETE OPENINGS,A 1X WOOD SUCX MAYBE USED
FL III:(OPTIONAL)AS LONG AS THE MINIMUM EMBEDMENT AND EDGE DISTANCE
REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE FL 14998
GENERAL NOTE 83 ON SHEET 1 FOR MORE INFORMATION.
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION DATE: 09.28.17
ANCHORS INTO MORTAR PAINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF DWG.BY: CHK.BY:
BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. C L I H F N
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR SCALE: NTS
MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED DWG.R: S W D040
IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY
THE ANCHOR MANUFACTURER. SHEET:
OF 6
BILL OF MATERIALS
AMERICAN CRAFTMANS WINDOWS
NO. P^RT NUMBER DESCRIPTION MATERW. O FRAME W/FIN O FIXED INTERLOCK O SASH SILVER LINE WINDOWS AND DOORS
I 45451 FRAME W/FIN PVC
ONE SILVERUNE 00.1VE
2 ow? iIXED INTERLOCK Pvc NORTH BRUNSWICK,NJ 08902
3 Psom SASH PVC 1.630" PH'.(888F741-0354
4 R5611 EQUAL GLASS ADAPTOR PVC
5 05SOO SASH LACK MEETING STILE PVC
6 R5424 mu TRACK ALUMINUM 1.986" 1.398" If 00 CC -K
T N%22 Sr'COVER PVC 1.949" I 1.825" 0.079 O�= W a= E! a
E-
10 95836 FIXED INTERLOCK REINFORCEMENT STEEL 0.079" 1.630" Z( 0 y
31 PSB3S SASH INTERLOCK REINFORCEMENT STEEL H Q O U
12 R5616 SASH REINFORCEMENT STEEL 5.561" 1.a25" 2 m
13 - G'.IIING SPACER STEEL INTERCEPT ALUMNiVM =Fz
14 115617 GlA21NG BEAD PVC wj O= s m
O EQUAL GLASS ADAPTOR SASH LOCK MEETING STILE O STILL TRACK o z 6
16 R246644 SASH CONTROL DUAL POINT LOCX STEEL
O C
17 - GLAZING COMPOUND SRICONE � 1.630"
22 - DOOR SCREEN
:,"
23 WEATHERSTRN PILE(ULTRAFABI - REMARKS BY DATE
!( 6" 0,406 6TH FBC EDITION FM 10/17
24 - ROLLER ASSAA4RLr - 1.956" �I�� 0.079" 1.630"
2S R54s2 FRAME Pvc ( :'802 I— TTH FBC EDITION LH 10/20
—i 1.825"
NSMUTKRI DETN3�NEIDN AIR
DDIEAC AND-1 NOT AVLEDT ACR1N
marnawR FOR A SPErnc fA IF 3M
DO 0d CA x MSTM}ARON TO aiw'L
O SILL COVER 10 FIXED INTERLOCK REIN. 11 SASH INTERLOCK REIN. �"o°� an 09m"w A
NVAK NA W-MM DORM& FVR Ie[
RIM on oocukm T.
—1942. " EL14" `�� ..
0.070" 0.123" : �� E.. Qp
0.269"
0.718" I 1.425" 1.110" * N 7 7 :.
fl S A OF
1.492" 0.108"j -A EU
1.213" �i C) IDP: -
SS
r
3w. DAwA RXtH a�11R
12 SASH REINFORCEMENT GLAZING BEAD 214
llt� MAIN FRAME as w ^� VTR
F_ FL 14998
0.334" 5.561" DATE. 09.28.17
DWG,BY CHK BY
l.no' o-s17" CL HFN
0.063" 0.980" j SCALE: NTS
1.100" 1.F
DWG.0: SWD040
SHEET:
0.070"
0
OF 6