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7
D �� r r--, 398 East Dania Beach Blvd.
BUILDING DRO SLE Copy, Suite 338
Dania Beach, FL 33004
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954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
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I
Product Evaluation Report
i
Of
Silver Line Doors & Windows
V3 Series/ 70 Series Gliding Patio Doors (5800)
for
Florida Product Approval
FL# FL14998
Report No. 5213
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Exterior Doors
Sub—Category: Sliding Exterior Door Assemblies
Product: V3 Series/70 Series Gliding Patio Doors (5 00)
Material: Vinyl
Product Dimensions: Refer SWD040 For Dimensions
Prepared for: j
Silver Line Windows and Doors
One Silverline Dr.
North Brunswick, IBJ 08902
Prepared by:
Hermes F. Norero, P.E. ``���,«ii�ri,����
Florida Professional Engineer#73778 `�� S F.
Date: 10/19/2017 ��� Q- •.•••" • ��
Contents: 7
Evaluation Report Pages 1—3
<p OP•'• ��:
��NM-
Digitally signed by Hermes F.Norero,P.E. Hermes �!W O', P.E.
Reason:I am approving this document Florida NO.;73778
Date:2017.10.27 17:25:57-04'00' 1
I - i
SILVER LINE WINDOWS AND DOORS siwdee
V3 SERIES/70 SERIES
a
GLIDING PATIO DOORS(5800) NEDRIVE
OPH:(9 )2341228
NORTH BRUNSW ICK,NJ W902
PH:800 236422E
O
F U
GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND ? o O $ m
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION O� z 0 R a
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS LD (D m m a a
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201.94
• TAS 202-94 W
• TAS 203-94 TABLE OF CONTENTS p < m
• AAMA/WDMA/CSA101/I.S.2/A440.11 SHEET REVISION SHEET DESCRIPTION O w o
• ASTM E1886-05
• ASTM E1996-12 1 - GENERAL NOTES&GLAZING DETAILS W W z <
2 ELEVATIONS&ANCHOR LAYOUTS
d'
-
2.ADEQUACY OF THE EXISTING STRUCTURAL r M i
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING 3 - VERTICAL SECTIONS
8 ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF REMARKS BY DATE
ry WITHSTANDING AND TRANSFERRING APPLIED PRODUCT 4 - HORIZONTAL SECTIONS 6TH FBC EDITION FM 10/17
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 5 - ANCHOR DETAIL&SCHEDULE&INSTALLATION NOTES
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. 6 - COMPONENTS&BILL OF MATERIALS
E 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND
c ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE Tee REDROWCfo'NWPOIEOFV�NC
E STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE OUT WNNOTT.CC_Nr0PB N.CR .i
WRLTERAttlM,A W ITION%NIGNnGWING,0R OTHER
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD MPnnrvGs ro TNE00<OMENTAREWTPERMITTEOANo
g FOR THE PROJECTOF INSTALLATION. VALIDATEou c WIFICAT N
1 Digitally slggn III*�rTfk F.Norero,P.E
1 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC Reason: �Aaa rein tJpycument
2 AND MAY NOT REFLECT ACTUAL CONDITIONS FORASPECIFIC Date:.FD17gQ&1AdQBj
g SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED
-- — - ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC-- -- - _ _ _ ••G ��O
DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ 1"O.A.I.G —
AREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVAL TO 1/8"ANNEALED GLASS —
BE OBTAINED FROM MIAMI-DADE RER OR AHJ. -F/(�"
0.090"PVB INTERLAYER 9uj
.�
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED 1/8"ANNEALED GLASSON THIS PRODUCT IN AREAS ��0,�•.• ( QP,��lC/`
AIR SPACE
e 6.WINDOW FRAME MATERIAL:PVC
REQUIRING IMPACT RESISTANCE. / 3/32"ANNEALED GLASS i��',�5 1N q PG```��
7.GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS EXTERIOR / INTERIOR Ft1MWA P.E.N.NG 7S/TE
2 \ 398 E DANNIIAA"A"OOL /J3B
CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. S100i
/ DANu BEAM R
5 FIFE If'8T.OF AtITi0N12ATI0N Na 7857E
GLAZING SPACER FL#.
INTERCEPT F L14998
� SILICONE
DESIGN PRESSURE TABLE DATE: 09.28.17
^ DWG.BY: CHK.BY:
0.5"BITE 11 SETTING BLOCK CL HFN
SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING ]�V_ --
.1 71.625"X80.0" XO +50/-50PSF LARGE MISSILE GLAZING DETAIL 1 DWGSCAL.# : SWD040
r
GLAZING NOTE: SHEET:
a GLASS THICKNESS AND TYPE SHALL
COMPLY WITH ASTM E-1300 GLASS -
------ —- ---- - CHARTS REQUIREMENT
UNIT MAX.
WIDTH 71.625" Silver Line
D.L.O MAX. DrAndeiWfi
WIDTH 31.75" UNIT MAX.
A WIDTH 71.625"
3 D.L.O MAX. BFn
WIDTH 31.75" 3
ONE SILVERUNE DRIVE
NORTH BRUNSWICK,N108902
PH:800 7344228
2 u
UNITUNIT a a g
MAX. O„ D.L.O.MAX. MAX. p^ g .m m`a
HEIGHT HEIGHT HEIGHT D.L.O.MAX. o o In
80.00" 72.18" 80.0" HEIGHT C7
4 g 72.18" n Ln nin a oo m
EY �
o p o m m
cc
F M n
F-�
REMARKS BY DATE
y 6TH FBC EDITION FM 10/17
ELEVATION ELEVATION
� 1.5"FROM
CORNER(TYP.) ws " FNT LSTHF ORooEflno aLiLrHN oxo ,Nc
9"MAX.(TYP.) ti �D—IT TEN_ENT
—INVIING UROPS,AINO.
I 1 ALTFMTION$ADDRION$NIGMI1CATI NOROiHER
a 6.0"FROM I IRr 6.0"FROM 6.0"FROM
6"(TYP) 6" TYP NWRKINGGTO tMl3 OOCUOMfgNTAflE NOT ffRMIrtFO ANO
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6"MAX.(TYP.) F L 149 9 8
1.S"FROM r 6.0"FROM
CORNER(TYP.) �-CORNER(TYP.) ANCHOR LAYOUT DATE: 09,2$,17
9
ANCHOR LAYOUT THROUGH FRAME DWG.CL cHKHFN
NAIL FIN SCALE: NTS
DWG.a: SWD040
SHEET:
LS
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RITE W 0NS.A W OIONS,—HOGHFING,OR OTHER
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14 1 INVALIOATEOORCERTI IC TION.
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FHPE GAT.OF ALNHORWTN7N Nu 28578
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g FL#:
Q FL14998
DATE: 09.28.17
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DWG.BY: CHK.BY:
CL I HFN
4
DI
-11G.SECTION g VERTICAL SECTION SCALE' NTS
/� DG.#: SWD040
A SHEET:
e
1 23 12 3 14 16 SEE GLAZING SEE GLAZING Silver Line
DETAIL SHEET 1 DETAI L SH EET 1 MAndiiWfi
5 11 23 a
INTERIOR 14
CO
ONE SILVERLINE DRIVE
NORTH BRUNSWICK,NI 08902
0 SEE GLAZING SEE GLAZING PH:IBWI 234-4228
DETAIL SHEET 1 DETAILSHEETI O O
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1� 2 6TH FBC EDITION FM 10/17
] 22 D.L.O. D.L.O.
MAX.FRAME WIDTH
F (A HORIZONTAL SECTION
W ERTVO BUI D
ANDSHwLL NOi BE RfPWOOCED IN W W LE OR PART
W(E1gUT WRRTEN CONSENTOF W ItDiNG DROPS,INC.
E 25 23 12 3 14 165 SEE GLAZING AtTEW1014,ADDITIONS,MGMUGHTING,DROTNER
a SEE GLAZING RCINGSTOTHIS pOg1MENT ME NOT PE-MEDAND
DETAIL SHEET 1 DETAIL SHEET 1 ```��f,f,ll llEl!_TIO
14 5 11 23 u �•�SES.F.
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BULLION)DROPS,INC
3
00 E DANIA BFACH 1L. 378
O FBPE CERT.OF AU7HORD'A1I Na 70578
FL#:
FL14998
DATE: 09.28.17
DWG.BY: CHK.BY:
£ o EXTERIOREXTERIOR SCALE: NTS HFN
10 2
14 25 NTS
E
22 D.L.O. D.L.O. DWG.$s: SWD040
n - MAX.FRAME WIDTH SHEET:
Q HORIZONTAL SECTION
- — - - -- -- -- 5 — - - - - - - - -- -- OF 6
Silver Line
s MIN.EDGE DISTANCE byAndifti i
SUBSTRATE BY OTHERS
g -+{ MIN.EMB.
a SUBSTRATE BY OTHERS
Lou
MIN.EDGE ONE SILVERUNE DRIVE
NORTH BRUNSWICK,NI 0902
DISTANCE pry;800 2344228
MIN.EMB. p
CJ m
C Z n E
W =
�
Z d Q
m I f 3/8"MAX. 3/8"MAX. W
Ll�l NOTE: r'o
SHIM SPACE SHIM SPACE 00 N Z �m m a a a
SILL AND JAMB HAVE
SIMILAR DETAILS W ,�p Z s
a o Ly a� oWo 3
EXTERIOR EXTERIOR oLn
m m#
INTERIOR INTERIOR C/
w W ¢Z a
ANCHOR DETAIL ANCHOR DETAIL ;
E 5 NAIL FIN(HEAD) 5 THROUGH FRAME(HEAD) REMARKS BY I DATE
6TH FBC EDITION FM 10/17
ANCHOR SCHEDULE
INSTALLATION NOTES:
c METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DISTANCE r ANDS U'NOT eN.EDGE euggoouccoEniwwiEox vndrNc
B 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION WRHOUT WRITTENCONSEWOF WRDING DW]PS,ING
AITEMTIOM,AOORpN;MGt¢IGMING,O0.OTNER
SHOWN. WOOD:MIN.SG=0.55 #10 WOOD SCREW 'I.S" 0.75" gXI—TOTHISWOIMENTARE NM PERMRTEDAND
METAL:18 GAUGE 3 THREADS MIN mID r amArwN
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM #14 TEK SCREW PENETRATION BEYOND 0.75' LI1�111//
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE THROUGH
STRAP ANCRHOR 8 Steel,MIN.Fy=33KSI METAL \\%`\\,S F.
MAXIMUM SIZE LISTED. CONCRETE: \` �� .�O
fc-2000PSI tJ4"ITW TAPCON 1.75" 2.5" ``���Q-' .�`�
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF MASONRY:CMU per TJ4'ITW TAPCON 1.75" _ 2.5' __
" ±1/2 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT - - - - - - - --ASTM C90 - - ]
DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES —OD:MIN.SG=0.55 N-011 SCREW 1.5" 0.70•
ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. NAIL FIN
METAL:18 GAUGE Steel, 3 THREADS MIN
y MIN.Fy=33KSI ®B TEKSCREW PENETRATION BEYOND 0.75' i�O'�� OP,�' (V�`
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING METAL � T � �
SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH.SHIM �i F •"•••••"• 6z
E STRUCTED OF HIGH WHERE CH OR PLASTIC OR BETTERR OCCURS. . SHALL BE
KE1eE5�`.410fio 7 PE
�` S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, / FLOIEBIA PX-K4.NO 1 4"ITW TAPCON ANCHOR eunulNO DROPS.we
'� 3
0e E DANIA WACH BLyO. ale
INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND 4"FROM CORNERS OAHIA BEMK M awOl
" SIDING. 16"MAX.O.C.THEREAFTER FTPE CERT.OF AHTHORTI ON Nu 29M
NOTE: 2X WOOD BUCK OF SUFFICIENT
6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE 1. LOCATION OF BUCK OR DEPTH TO FULLY SUPPORT FL#: (](�QQ
OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT WINDOW ANCHORS MAY BE WINDOW FRAME. FL14998
p COATING. ADJUSTED TO MAINTAIN 1" BY OTHERS
DATE: 09.28.17
MIN.CENTER TO CENTER 11/4"MIN. _
7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL SPACING BETWEEN ANCHORS EMBEDMENT !. 11/2"MIN.EDGE DWG,BY: CHK.BY:
INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS SUCH THAT MAX.O.C. •,. CL I H F N
i MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTODISTANCE
SPACING SPECIFIED IS NOT
FACE SHELL OF BLOCK. EXCEEDED. SCALE: NTS
R 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH 2. BUCK MAY BE FLUSH WITH 2"MIN.EDGE DWG.#: SW D040
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS FACE OF THE BLOCK. DISTANCE CONCRETE/MASONRY SHEET:
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE BY OTHERS
MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. BUCK INSTALLATION DETAIL
p-
Silver Line
BILL OF MATERIALS MnrLderseii
R NO. PARTNUMBER DESCRIPTION MATERIAL O FRAME W/FIN O FIXED INTERLOCK O SASH
3 1 #5851 FRAME W/FIN PVC
2 #5807 F11111%ED INTERLOCK PVC
3 #5804 SASH PVC 1.630" ONE SILVERLINE DRIVE
NORTH BRUNSWICK,NJ 08902
4 05811 EQUAL GLASS ADAPTOR PVC PH:800 234-4228
5 #5508 SASH LOCK MEETINGSTLE PVC D
6 05824 STILLTRACK ALUMINUM 1.986" 1.398' a Z E
7 #5822 SILL COVER PVC - 1.949" 1.825" 0.079" Z ;i10 #5836 FIXED INTERLOCK REINFORCEMENT STEEL Q 0.079" e1.630" O $c
Il - #5835 SASH INTERLOCK REINFORCEMENT STEEL m m"^, S
DoO
12 #5816 SASH REINFORCEMENT STEEL5.561n _i
13 - GLAZING SPACER STEEL INTERCEPT ALUMINUM 1.825"
p�� p Dac m
W z W ;
14 #5817 GLAZING BEAD PVC O Q a
O EQUAL GLASS ADAPTOR O SASH LOCK MEETING STILE O STILL TRACK W GO m m
16 92468-84 SASH CONTROL DUAL POINT LOCK STEEL
17 - GLAZING COMPOUND SILICONE 1.630" u;W d
Z Ow a
O Q
22 - DOOR SCREEN
23 - WEATHERSTRIP PILE(ULTRAFAB)
a
24 - ROLLER ASSAMBLY - 1.956" 0079, REMARKS BY DATE
# 1.956" 1.630" 0.406 6TH FBC EDITION FM 10/17
'X 25 45852 FRAME PVC 1.802"
� 1.825"
" U. I,IH v Of fW IL N
ANDSMUNOTBEREPROWCEDIN WHOlEORPAU -
WITHOUT W RITTENCOMENTCF MIMING DROPS,-
ALTEMTIOM,ADDRIONS,HIGHLIGHTING,OR OTHER
OSILL COVER 10 FIXED INTERLOCK REIN. 11 SASH INTERLOCK REIN. �RRINGG INVALIDATE VH15o RCMI TION. `°""°
1.942" .254
1 .. O
��iB O �Q
-- - - - -- - 0.070" - - L:123" 7
- - - -- -- - - - -- --- - _ j;-
r-0.289" T-
s 0.718"
a1.425" 1.110" - -D•- gT;/J�T Q:
g 1.492" 0.10 %�0� • .....�P. ��:
1.z13" ,���is`S�IOW'AG%�.
E `
''D3F�TlOAERO,
HP.E.
FLORIDA P.E.No 73778
E 3W EBUILDI BEAOI G DR&4D./"I
12
SASH REINFORCEMENT 14 GLAZING BEAD 25 MAIN FRAMEDEW.
DANu&aL�
2 O O O FBPE CFAT OF AUT1087A110N No 2➢37E
FL#:
8
FL14998
0.334" 5.561" DATE: 09.28.17
^ DWG.BY: .BY:
CHK
e 1 1.270° 0.sv" CL HFN
_ 0.063"T 0.980" 0 SCALE: NTS
1.1001, 12sJ 0" p DWG. SWD040
SHEET::
0.070"
0
OF 6
BUILDING DROPS FL#: FL14998
A Perfect Solution in Every Drop! Date: 10/19/2017
Report No: 5213
Certificate of Authorization:29578 1
Manufacturer: Silver Line Doors&Windows
Product Category: Exterior Doors
Product Sub-Category: Sliding Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(d)
I
Product Name: V1 Series/50 Series Gliding Patio Doors(5800)
71.625"X 80.0" (XO)
I
I
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line
Doors&Windows based on Method ld 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 las 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 drawing SWD040 require further engineering
analysis by a licensed engineer or registered architect.
6. See Installation Instructions SWD040 for size and design pressure limitations.
1
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 3
1 lI
i
i
BUILDING DROPS
FL#: FL14998
A Perfect Solution in Eve Drop! Date: 10/19/2617
o: 52
Every p• Report No: 5213
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:
I
• TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by Testing Evaluation Lab, Inc.
(FBC Organization# TST4317)
Report#:TEL 01410070 Report Date:04/06/2015
Signed and Sealed by Lyndon Schmidt, PE#43409
2. Quality Assurance Entity
i
Window and Door Manufacturers Association
(FBC Organization#QUA2515)
3. Material Certification j
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 No.73778
Page 3 of 3
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