HomeMy WebLinkAboutProduct Approval Silver Line
SILVER LINE BUILDING PRODUCTS byAn&-Wfi
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127)
1H BRU LAUNE DR B
' NORM BRUNSWI�G NI8902
(IMPACT RA TED) °" °°°"'-0"a
W N Z uiil
�o r1.Ilm
GENERAL NOTES:
W
MAX OVERALL SIZE - TABLE OF CONTENTS w j m
1. THE PRODULTSHOWN HEREIN IS DESIGNED AND DESIGN MISSILE I= m
MANUFACTURED TO COMPLY WITH THE GTH EDITION CONFIG' c
FLORIDA BUILDING CODE(FBCI.INCLUDING HVHZAND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION a
BEEN EVALUATED ACCORDING TO THE FOLLOWING: W
• TAS 201-94 - 52" 73" O/X +55/-60 PSF LMI/SMI 1 - GENERAL NOTES&GLAZING DETAIL a
• TAS 203-94
• TAS 203-94 2 - ELEVATION&ANCHOR LAYOUTS
• ASTME330-02 3 - VERTICALSECTIONS REMARKS BY DATE
• ASTM E1886-05 6M vac EDMON 181 06/14A7
• ASTM E1996-06/09/12 1 4 1 HORIZONTAL SECTIONS
• AAMA/WDMA/CSA 101/IS.2/A4404)8 S - HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
REINFORCEMENT DETAILS
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SY5TEM CAPABLE OF ,w°auuxm•e•miowa•wwHw2arNv
WITHSTANDING AND TRANSFERRING APPUED PRODUCT umumaowaa,wcoFxwn�'r"wao•mxu
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE xwwxoroM600ar2vxr•uxorr6wnrtorxo
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. 010�ta0n signed InIAF.Norerent
43/64"O.A.I.G.IAMINAIEDGLA55 Reason:l Sp�Oin'g0A�6pspment
(W I CONSISTING OF: Dale:2 Q.�8U �5
ANCHORED AS SPECIFIED HEREIN.REFER TO SHEETS FOR
3. 3X AND 7X BUCKS HEN USED SHALL BE DESIGNED AND ♦ M� �
8"ANNEALED GLASS
� / � � •�,p �
FURTHER DETAILS OF BUCK INSTALLATION. 3/32"ANNEALED GLASS ` •]
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 0.090"SAFLEX PVB INTERLAYER BY =* •��*
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR EASTMAN CHEMICAL COMPANY
A SPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, / 3/32"ANNEALED GLASS ��� T P•�:�[/���
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITESPEC ��'C ,••••, �_��
IFIC HVHZAREASnINFOR USE WITH THIS DOCUMENT IN
HVHZAREAS O ONETIME NON
_ APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR EXTERIOR / , INTERIOR N41 Wi1a+41�E
AHI. I I vrium°o'oeovs mm
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED I M A�R Will
ON THIS PRODUCT IN AREAS REQUIRING IMPACT FIFE cote Ovai� N' o
STEELSPACER
p RESISTANCE. \ MIN.GLASS FLM FL19715
6. WINDOW FRAME MATERIAL*PVC 1/8"OR 3/32' BITE 7/16"
SETTING BLOCK
7. IN ACCORDANCE WITH THE GTH EDITION FBC,WOOD DOW 995 SEALANT DATE: 12.11.17
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN DWG.BY: 'CHK BY:
CHAPTER 23. GLAZING DETAIL 1 LMS T HFN
8, GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 NOTE: SCALE: N 1 S
GLASSCHARTS.SEESHEETS FORGLAZING DETAILS. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG•H: SWD011
-- ------ _--- --_ -_-___-. _ SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET:
CURRENT FBCAND ASTM E 1300 GLASS LOAD
- - RESISTANCE.
�J OF S
Suver Line
:r MAnde'F e77
ONE SILVERUNE DRNE
NORTH BRUNSMM N708902
PH:800 2344228
MAX O.AFRAME ?R
WIDTH 52' N� 5 0. e
MAX.D.L.O. = O¢e
WIDTH47.69" wo 0 ��
3"MAX. 6"MAX. 6.25"MAX. 4 y c t7
FROM O.C. FROM Fes- I 3 9 1:g
A B -+� I o Z_
3 3 CORNERS Ir CORNERS W
¢Z o 51
NOTE: m�
HEMEETING ABOVEw a
THE MEETING RAIL IN a '0
D j THE INTERIOR IAMB
MAX.D.L.O. 4 "O" 6"MAX TRACK MUST BE FIAT HEAD a
C D.C. REMARKS BY DATE
HEIGHT 33.50"
4 6THFBCEDmON Lm 06/24/17
12.50"MAX.
O.C.
MAX.OA FRAME
HEIGHT 73" T
I AVP9WlNm6EglxOgIODNN'HOIEm�Mf
WIIxOmWNR[NCDNfENf W811DNNDDADPANC
ALTWiMfNS.ADDNWNf.NGNGNTNQ080TIm1
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MAX.D.L.O. "X" 3"MAX. 6.25"MAX.
HEIGHT33.50" FROM FROM
CORNERS CORNERS ����5 F,/FO//ice/,,
ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT a 40
= -n• TT G:
g SINGLE HUNG WINDOWNAIL HN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW ''� ss/ONAL
HD�l44Lt �se
RNBDA PL ND 73rm
SN!E CAiWAAMUM YMO. SB
WE CEM OF AUMOVAOUN ft 2MM
FL k. FL19715
DATE: 12.11.17
DWG.BY: CHK.BY:
LMS I HFN
SCALE: NTS
DwG.a: SWD011
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a Silver Line
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ONE SILVERUNE DRIVE
NORTH BRUNSVACR,W OEM
OH:800 234-4I23
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REMARKS BY DATE
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DATE: 12.11.17
$ DWG.BY: CHK.BY:
LMS HFN
SCALE: NTS
DwG.p VERTICAL SECTION SHEET: SWD011
- - —---- - -- -- - g VERTICAL SECTION SHEET:
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r Silver Line
hAnde-M
ONESILVERUNE DRIVE
NORTH BRUNSWIC9.44109502
PH:900 7344125
SECTION FOR INTERIOR Z
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REMARKS BY DATE
MAX.FRAME WIDTH ON FOC EDITION LM 09/14/17
HORIZONTAL SECTION
4 FIXED JAMB
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/LL1F1uTOMl IN0ma5i IOGRCM014 M Of 1511
SEE GLAZING SEE GLAZING ""®07o1�00O0°Q""EMOf "`m
DETAIL SHEET 1 INTERIOR DETAIL SHEET I-\
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e° r D.I-O. - HER��I1951H4'PE
FLWUA P.L No 73725
398 L9D BEACH. 325
MAX FRAME WIDTH 1�ooIT.OF 29M
FL#:
s HORIZONTAL SECTION FL19715
4 FIXED JAMB DATE: 12.11.17
DWG.BY: CHK.BY-
LMS HFN
SCALE: NTS
DWG.a: SWD011
-- -- - -- -
_ _--_-- ,-- SHEET:
OF 5
1/4"MAX.
MIN. SUBSTRATE SHIM SPACE SUBSTRATE MIN.EMBEDMENT
SUBSTRATE Silver Line
g EDGE DISTANCE BY OTHERS 3 BY OTHERS �1 BY OTHERS byADde-W
INTERIOR SCREW IN THE INTERIOR
CHANNEL
I MIN.
MIN. EDGE DISTANCE
EMBEDMENT L9 U ONESILMUNEDRNE
SCREW IN THE EXTERIOR w� No"HeauNswakma"m
CHANNEL z� PR:em 234478
PERIMETER SEALANT 1/4"MAX PERIMETER SEALANT �� �
BY OTHERS SHIM SPACE BY OTHERS 1/4"MAX z n z
EXTERIOR INTERIOR EXTERIOR MIN. SHIM SPACE y N c o
EMBEDMENT EXTERIOR INTERIOR oc
A VERTICAL SECTION � tE�
HORIZONTAL SECTION RC1 HORIZONTAL SECTION �F� o i 21 E
THROUGH FRAME(HEAD) \ J THROUGH FRAME(JAMB) 6 NAIL FIN(HEAD) ¢Z 3
`� Fz i m
in= O_D, LD
1/4"MAX REINFORCEMENT DETAILS o /\/
SUJERS
SVar
PACE a \o
BY �{ I�0.34" a
D.83" 0.87" L .
INTERIOR ��I L - -0.13" REMARKS BY DATE
2 0.77" 0.9" 6TH FM:EDIION DA 0611eA7
INTERIOR T T0.46"EXTERIOR t 1 OAS" 0.06" 0.87"
W 1 LOCK RAIL TOP O LOCK MEETING RAIL O BOTTOM LIFT RAIL&SASH
7
Z O ArroslwLNmeE M76muaOwwxnEwrm
EXTERIOR ALUMINUM ALUMINUM ALUMINUM w,,,,, mxsfww�emmm
uTDumxt AIDIIOIq.Imecella oe OnaA
uumxcs ro rm manmrtAM nor r"nvrtm ANN
MIN.EDGE
DISTANCE `1111 I l l IIiJJ�
JD HORIZONTAL SECTION CEZ VERTICAL SECTION �o°�,Es F o''�•ll
6 NAIL FIN(JAMB) 6 MEETING STILE `��lV�,•• .�, i
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INSTALLATION NOTES: ANCHOR SCHEDULE T
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT1. ONE(1)INSTALLATION ANCHOR B REQUIRED AT EACH ANCHOR LOCATION SHOWN. MIN.EDGE
DISTANCE 'O T T it:`
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR WOOD:MIN.80"0.56 PAN MW
41
TsREIN • 0.7wO ( P;' ky
PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. NAILNGFw ���T� ....••� �����
3. INSTALL INOMDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF tl/21NCH THE DEPICTED LOCATION& MI METAU L�3NSI taTELtscAEw vENETRn A71Ox emEY061D osr META 's'�,ONAI.�0GO�
SPACING IN THE ANCHOR LAYOUT DETAI IS(LE.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NE�S�JLi�HA1PE
t1E PAN READN RIMA PEM 73718
Ti
NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. EXTERIOR CHANNEL TS 0.76• otaDRLO OAOPS NC
]b UIIAA Eb Ma
13
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM WOOD:MIN.GG"0.66 RINECEROFMMIGAIMNu20M
HOFLATREADN THE
� STACK TO BE 3/9 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED INTERIOR CHANNEL 7B 0•7f? FL a:
OF HIGH DENSITY PLASTIC OR BETTER. FL19715
O HO PAN NFAO IN 3 THREADS MIN
S. MINIMUM EMBEDMENT AND EDGE DISTANCES(CLUDEWALLFINISHES,INCLUDINGBUTNOTLIMITEDTOSTUCCO, - - PENETRATION BEYOND aa0•
FOAM,BRICKVENEER,AND SIDING. METAL:18 GAUGE SbW,
EXTERIOR METAL DATE: 12.11,17
THROUGH FRAME L•IN.Fy-33K81
3 THREADS MIN
6. INSTALLATION ANCHORS AND ASSOGATEDHARDWARE MUST BEMADE OFCORROSION RESISTANT MATERIAL OR 0tTERIOFLATHEAD CHNEL DWG.BY: CHK BY:
PENETRATION GEVGND oar
HAVE ACORROSION RESISTANT COAnNG.
INTERIOR METAL LMS I HFN
7. FOR HOLLOW BLOCKAND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS, CONCRETE:h-3000PS1 3/Lf'RWTAPCONLas• L76• SCALE: NTS
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK FIAT HEAD
DwG.a: SWD011
8. INSTALLATIONANCHORSS14ALLBEINSTALLEDINACCORDANCEWITHANCHORMANUFACTURER'SINSTALLATION ONRT:CMupAr 3HrFTWTAPOON Las Las• SHEET:
-` -"----- --""- CIO MIN.Y000 P81 FLATHEAD
INSTRUCTIONS,AND-ANCHORS SHALL'NDT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM--- ;---- - -- ----- --- - --- -- _ _ p
STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
9. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR IAMB TRACK,USE FIAT HEAD ANCHORS. OF 5
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
(/A\\ A Perfect Solution in Every Dropl Dania Beach,FL 33004
Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
Silver Line Building Products
Series 70— Extruded Vinyl Single Hung Window'
(Impact Rated)
for
Florida Product Approval
FL# FL19715
Report No. 4806
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Windows
Sub—Category: Single Hung
Product: Series 70 Single Hung Window
Material: PVC
Product Dimensions: See Installation Instructions,SWD011
Prepared for:
Silver Line Building Products
One Silverline Dr.
North Brunswick, NJ 08902
Prepared by: ' .•F.p
Hermes F. Norero, P.E. �r ' 0
7
Florida Professional Engineer#73778
Date: 12/15/2017 = "o T T
- Contents:
Evaluation Report Pages 1—4 ���`s`s/ONA1.
a Digitally signed by Hermes F.Norero,P.E. Hermes P.E.
Reason:I am approving this document Florida No.73778
Date:2017.12.1818:31:30-05'00'
J ,
BUILDING DROPS -FL#: FL19715
A Perfect Solution in Every Drop Date: 12/15/2017
Certificate of Authorization:29578 Report No: 4806
Manufacturer: Silver Line Building Products
Product Category: Windows
Product Sub-Category: Single Hung
Compliance Method: State Product Approval Method(1)(d)
Product Name: Series 70 Single Hung Window
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E.(FL#73778)for Silvertine
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.
i
This product has been evaluated for use in locations adhering to the Current Florida Building
Code.
I
See Installation Instructions SWD011,signed and sealed by Hermes F. Norero, P.E. (FL#73,778)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.
4. Site conditions that deviate from the details of drawing SWD011 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWD011 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 4
i
BUILDING DROPS FL#: FL19715
o(IAN A Perfect Solution in Every Dropl Date: 12/15/2017
Certificate of Authorization:29578 Report No: 4806
Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance
with the 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:
• 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
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories,Inc.
(FBC Organization#TST1589)
Report: Dated:
NCTL 110-16327-1 08/13/2013
NCTL 110-16327-2 11/05/2013
NCTL 110-16327-3 08/13/2013
2. Quality Assurance
Window and Door Manufacturers Association
(FBC Organization#:QUA2515)
3. PVC profiles meet requirements of WDMA/HaliMark WD-61 in accordance
with AAMA 303
Hermes F.Norero,P.E.
Florida No.73778
1 Page 3 of 4
BUILDING DROPS FL#: FL19715
r/6A\
A Perfect Solution in Every Drop! Date: 12/15/2017
Report No: 4806
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates areas follows:
Nailing Fin Installation:
A. For two by(2X)wood frame substrate(Min.S.G.=0.55),use#8 PH Wood Screw OR 11
Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient
length to achieve minimum embedment of 1.50"into wood framing.
B. For steel stud substrate(Min 18 Ga., Fy=33 ksi),use#8 TEK PH or HWH Screw type steel
stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel
structure.
Through Frame Installation:
A. For two by(2X)wood buck substrate(Min.S.G.=0.55),use#10 PH Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50" into
the wood substrate.
B. For concrete(Min.Fc=3000 psi)or masonry(Conforms to ASTM C90)substrate where
one by(IX),non-structural,wood bucking is employed,use 3/16"diameter ITW HWH
Tapcon type concrete screw anchors of sufficient length to achieve minimum
embedment of 1.25"into concrete or masonry.
C. For concrete(Min.fc=3000 psi)or masonry(Conforms to ASTM C90)substrate where
wood bucking is NOT employed,use 3/16"diameter ITW HWH Tapcon type concrete
screw anchors of sufficient length to achieve minimum embedment of 1.25"into
concrete or masonry.
D. For steel stud substrate(Min 18 Ga., Fy=33 ksi),use#10 TEK PH or HWH Screw type
steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond
steel structure.
Refer to Installation Instructions(SWD011)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions(SWD011)for anchor spacing and more details of the installation
requirements.
i'
i
Hermes F.Norero, P.E.
Florida No.73778
:Page 4 of 4
.r
r
I
" BUILDING DROPS 398 East Dania Beach Blvd.
Suite 338
A Perfect Solution in Every Drop! Dania Beach, FL 33004
954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
of
Silver Line Windows & Doors
V1.Series/70 Series Picture & Fixed Specialty Windows
(2950Impact/4950 Impact)
for
Florida Product.Approval
FL# FL14918
Report No. 5192
Current Florida Building Code
Method: 1—D (Engineering Evaluation)
Category: Windows
Sub—Category: Fixed
Product: V1 Series/70 series Picture&Fixed Windows
Material: Vinyl
Product Dimensions: Refer SWD022 for Dimensions
Prepared For:
Silver Line Windows and Doors
One Silverline Dr.
North Brunswick, NJ 08902
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer#73778 ��� SES F•• O
Date: 12/18/2017 ��``�e'�•\•• •F,A ����
.Z4 • . O
Contents:
_� 7
Evaluation Report Pages 1—3 = * ' ^c
ro T T r �
X.
Digitally signed by Hermes F.Norero,P.E. Hermes� 01 P.E.
Reason:I am approving this document Florida No.73778
Date:2017.12.18 20:30:17-05'00'
BUILDING DROPS. FL#: FL14918
L" Date: 12/18/2017
A Perfect Solution in Every Drop! Report No: 5192
{ Certificate of Authorization:29578
i
{
Manufacturer: Silver Line Windows&Doors
Product Category: Windows
Product Sub-Category: Fixed
i
Compliance Method: State Product Approval Method(1)(d)
Product Name: V1 Series/70 Series Picture&Fixed Specialty Windows
Scope: This is a Product Evaluation Report issued by Hermes F. Norero,P.E. (FL#73778)for Silver Line
Windows&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 SWD022,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,
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 not require an impact resistant
covering in Wind Zone 3 or less.
5. Site conditions that deviate from the details of drawing SWD022 require further engineering
analysis by a licensed engineer or registered architect.
6. See Installation Instructions SWD022 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 3
i
I
' I
BUILDING DROPS FL#: FL14918
A Perfect Solution in Every Drop! Date: 12/18/2017
Certificate of Authorization:29578 Report No: 5192
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
• ASTM E1886-05
i
• ASTM E1996-12
Referenced Data:
1. Product Testing performed by Architectural Testing,Inc.
(FBC Organization#TST1795)
Report#:ATI E1103.01-109-44 Report Date:04/02/2015
Report#:ATI E1103.01-109-44 Report Date:04/02/2015
2. Quality Assurance Entity
Window and Door Manufacturers Association
(FBC Organization#QUA2515)
Installation Method: Please refer to installation instructions,SWD022,for anchor methods,selection,spacing,
edge distances,embedment's and further details of installation.
Design Pressure: Please refer to installation instructions,SWD022,for mull combination grouping,
configurations,and corresponding design pressures.
Hermes F.Norero, P.E.
Florida No.73778
Page 3 of 3
SilverLi_n
SILVER LINE WINDOWS AND DOORS e
V1 SERIES/70 ONE SILVENUNE ORNE
NOUN BRUNSMM M 089M
SERIES PICTURE & FIXED SPECIALTY WINDOWS °HASWII "ns
(2950IMPACT/4950IMPACT) Q a z
nu 5R
• GENERAL NOTES: UI 2 m
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND TABLE OF CONTENTS w \a
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION SHEET REVISION SHEET DESCRIPTION. w \
FLORIDA BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS i
BEEN EVALUATED ACCORDING TO THE FOLLOWING: 1 - GENERAL NOTES&GLAZING DETAILS
• AAMA/WDMA/CSA101/IS.2/A440-11 Z - ELEVATIONS&ANCHOR LAYOUTS REMARKS BY DATE
• ASTM E3886-05 6TH FBC EDITION FM 10/17
• ASTM E1996-12 3 - VERTICALSECTIONS
B 2.ADEQUACY OF THE EXISTING STRUCTURAL 4 - HORIZONTAL SECTIONS
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING 5 - INSTALLATION NOTES,ANCHOR DETAILS&SCHEDULE
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT umauuxm•e wnoou®a Mmi Emm
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE woxcurwnmENcorav+rvreunoacowvs,ac
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF rea'xssmt6ixi•0soo�oiucrrtcuENxm ou°umnu,o
INSTALLATION.
DESIGN PRESSURE TABLE Digitally signed I�q� Norero,P.
3.1X AND 2XBUCKS(WHENUSED)SHALLBEDESIGNEDAND Reason:l Q1AD rov70gMi 4JQcymerN
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING Dat?�Q4@72.A0137
STRUCTURE.BUCK DESIGN AND INSTALLATION ISTHE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 'Ao
FOR THE PROJECT OF INSTALLATION. 56.0"X 73.0" SINGLE PICTURE +50/-50 PSF LARGE MISSILE 7 —
a 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 i�OT••• OP;.• �����
E DOCUMENTS FOINEER OR R USE WITH THIS DOCUMENT N NON HVHZ J2/18"
351WOAINSULATEDANNEALED GLASS ,CT SHALL PREPARE SITE SPECIFIC ,��iss/ONAL
AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO 090 DUPONT PVB INTERLAYER HEAr� IIMIl+�.L�E
BE OBTAINED FROM MIAMI-DADE RER OR AHJ. FLORIDA P.E.Ne 73778
31"ANNEALED BUEDao DROPS,NO
S.APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED c°°DANA�c� A°
ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. INTERCEPT GLAZING PACERIRSPACE EBPE COO.OF AVOIORAOOI Nu 99M
SPACERANNEALED
6.WINDOW FRAME MATERIAL:PVC FL N: FL14918
7.GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS• GLAZING NOTE:
CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. • GLASS THICKNESS AND TYPE SHALLDATE: 09.29.17
COMPLY WITH ASTM E-1300 GLASS 2/2"MIN.GLASS EXTERIOR INTERIOR
BITE DWG.BY: CHK.BY:
CHARTS REQUIREMENT GLAZING DETAIL CL HFN
SCALE: NTS
DWG.a: SWD022
SHEET:
OF 5
Silver Line
UNITMAX. �pD —m
WIDTH 56.0"
X.
WIDTH 51.0"
8"FROM
3 CORNER(TYP.) I I I13,0"MAX.(NP,) T-
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(H) (H) (H) (HTPx:eao munfV /
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UNIT ° �—(w)---I 3 a
MAX. D.L.O.MAX. (H) r ,r �, T r — '�I Q ¢ Z 11
t_ L ISI L ISL I®I F s
HEIGHT HEIGHT (H) (H) (H) t .� w j
73.0" o h� o �m/`/
TF
8.0"FROM r (H I I (� REMARKS BY DATE
CORNER(TYP.) L 6TH F8C EDITION FM 10/37
ELEVATION ANCHOR LAYOUT
THROUGH FRAME UNITS OF THE SHOWN SHAPES ARE ALLOWED PROVIDED CONSTRUCTION,GLAZING,&
ANCHORAGE ARE PER DETAILS SHOWN HEREIN.ALL SHAPED UNITS SHALL FIT W ITHIN
THE RECTANGULAR AREAS AS SHOWN. Anosiuuxmeennaoouomwmwuainur
wmmm wnnreN mxsexr or eumwc oA"rA we
MAXIMUM W=53" AtreAArwx6Aoomwa.wcxucmwo,oAmxu
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UNIT MAX.
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D.LO MAX. �%%%%es F"b i,Fi4
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M WINDOW WIDTH(N)AND HEIGHT DATE: 09,29,17
CORNER(T
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CHK
SIZES SHOWN HEREIN EXCEED .B
� MAXIMUM TESTED SQUARE
UARE F FOOT AREA.
C ANCHOR SPACING SHALL NOT EXCEED SCALE: NTS
4 THOSESHOWN FOR LONG OR SHORT LEGOF UNIT. DWG.q: SWD022
ELEVATION ANCHOR LAYOUT SHEET.
NAIL FIN
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DATE: 09.29.17
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DwG.k: SWD022
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DETAIL SHEET 1 pyAn&&A
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MAX.FRAME WIDTH DATE:- 09.29•,7
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DWG.BY: CHK.BY:
CL HFN
g HORIZONTAL SECTION SCALE: NTS
4 DwG.p: SWD022
p SHEET:
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MIN.EDGE DISTANCE .SiIV2r Line
q`Arlder�€
MIN.EMB.
SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS--,,,.,
t m
MIN.EMB. ONE SILVERUNE DRIVE
NORM eRUNSWIO2,III M02
PH:1100 2 127E
MIN.EDGE
DI57ANCEW F2 a
1/4"MAX.
SHIM SPACE �0 0 0 �g,e�r
1/4"MA E �?m�i 'D
SHIM SPACE 11 3�7d z s m
NOTE: to tj o Z
EXTERIOR O INTERIOR SILL AND JAMB HAVE a 9 RIM
NOTE: SIMILAR DETAILS 3
SISI�ND JAMB HAVE W DO
O SIMILAR DETAILS h o 111 m m
8 EXTERIOR INTERIOR "y) F W
A qa5
W d a
A ANCHOR DETAIL B ANCHOR DETAIL Z
NAIL FIN(HEAD) 5 THROUGH FRAME(HEAD) REMARKS BY DATE
N.S 6TH FOC EDITION FM 10/17
r
ANCHOR SCHEDULE
MIN.Luuh
METHOD SUBSTRATE ANCHORSCHEDULE MIN EMBEDMENT
.SG D. #10 WOOD SCREW is, 0.76' ,u,osuuxoraxvxownmwwxaEaeun
METAL:1O GAUGE xmmDmwnmExmxsvrtonlmmlc
nvowmx;rownoxa MO.—
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OtOTEKSCREW PENETRATION BEYOND 0.75' "� roTMI+ N�""Ixm MT
c INSTALLATION NOTES: Steel,MIN.Fy=33KS1 n
THROUGH FRAME I 1/4•ELCO ULTRACON 1.75' 1' \\\\\\Llllf/f7j'
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. MASONRY:CMU per ,�-.\ �S F. O "',
A ASTM COO 1W ELCO ULTRACON 1.76' 1' �'ft�,.• -10
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED Tp2000PSI
Is
FOR PRODUCT INSTALLATION OFTNE MAXIMUM SIZE LISTED. .O
MIN.SG=0.55
WOOD: qg WOOD SCREW 1.6' 0.75' J 7
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF t1/2 INCH THE DEPICTED LOCATION Tt 7F
Nall Fln 3 THREADS MIN
&SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WRHOIJTCONSIDERATION OFTOLERANCFS). METAL•1BGAUGE � •0 T T Q:
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHORTO THE NEXT. Steel,MIN.FY33KSI TEK SCREW PENETRA EON BEYOND 0.75'
TAL
or W
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM �� F .,••". C9
E SALLOWABLE HIM S)SHALL I TACK TO BE 1 4I HIGH DENSITY WY P RARE SPACE SIC OR OF 1/1.INCH OR GREATER OCCURS. ���/S�S���ON��A%-�E`?\\��,
rLDRID Nwt1N.M
a MMA" lrpN s.IND
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO sae e.wxu eera aLw. sa
STUCCO,FOAM,BRICK VENEER,AND SIDING. EeEc OF a=ate
6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT FL JJ:
MATERIAL OR HAVE A CORROSION RESISTANT COATING. F L1491 S
3 7 HOLLOW D E E DF
BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS. DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK R EDGE OF MORTAR JOINT INTO FACE DATE: 09.29.17
SHELL OF BLOCK DWG.BY: CHK.BY:
S. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WLTH ANCHOR MANUFACTURER'S CL H FN
INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS SCALE: NTS
THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. DSWD022
WG.R:
SHEET:
OF 5
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