HomeMy WebLinkAboutPRODUCT EVALUATION REPORT BUILDING DROPS File �,Q$�+�398 East Dania Beach Suite 3 8
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A Perfect Solution in Every Drop! �1/a� Dania Beach, Fl 33004
Certificate of Authorization:29578 '�� �� 954.399.8478 PH
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CODE COMPLIANGEact@buildingdrops.com
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INIX
Product Evaluation Wnc
of
American Craftsman Windows
Silver Line Windows and Doors
70 Series/V1 Series/ (2127) Single-Hung Windows
(HVHZ)(IMPACT)
for
Florida Product Approval
FL## FL14911
Report No. 7263
Current Florida Building Code
Method: 1—D(Engineering Evaluation)
Category: Windows
Sub—Category: Single Hung
Product: 70 Series/V1 Series/(2127)Single-Hung
Windows
Material: PVC
Product Dimensions: See Installation Instructions,SWD050
Prepared for:
Silver Line Windows and Doors
One Silverline Dr. ``��m��t t s►►�o���s
North Brunswick, NJ 08902
Prepared by: �-� E s
7 O
Hermes F. Norero, P.E. : 7F
Florida Professional Engineer#73778 �0 S A OF
Date: 10/14/2020 O
O IDP
Contents: 's sS • G� �`�
Evaluation Report Pages 1-4 ''i���O��1 i
Digitally signed by Hermes F Norero
Reason:I am approving this document Hermes F. Norero, P.E.
Date:2020.10.22 02:28:29+02'00' Florida P.E. No.73778
BUILDING DROPS FL#: FL14911
/20
A Perfect Solution in Eve Dro i Date: 1No: 726
��- Every p Report No: 7263
Certificate of Authorization:29578
Manufacturer: Silver Line Windows and Doors
Product Category: Windows
Product Sub-Category: Single Hung
Compliance Method: State Product Approval Method(1)(d)
Product Name: 70 Series/VI Series/(2127)Single-Hung Windows
(HVHZ)(IMPACT)
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 SWD050,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.
4. Site conditions that deviate from the details of Installation Instructions SWD050 require
further engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWD050 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida P.E.No.73778
Page 2 of 4
BUILDING DROPS FL*: FL14911
A Perfect Solution in Every Dropl Date: 10/14/20
Certificate of Authorization:29578 Report No: 7263
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
• ASTM E330-02
• ASTM E1886-12
• ASTM E1996-17
• AAMA/WDMA/CSA 101/I.S.2/A440-11
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories,Inc.
(FBC Organization# TST1589)
Report: Dated:
NCTL 110-16327-1 08/13/2013
Signed and Sealed by: Harold E. Rupp, FL PE No 15935,Sealed Date 02/06/18
NCTL 110-16327-2 11/05/2013
NCTL 110-16327-3 08/13/2013
11524.01-109-47 05/01/2018
11238.01-109-47 03/28/2022
2. Quality Assurance
Window and Door Manufacturers Association
(FBC Organization#: QUA2515)
3. Material Certification
Miami-Dade County Notice of Acceptance
Eastman Chemical Company(Previously Solutia)
Saflex(Vanceva Composites) PVB Interlayer
4. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance
with AAMA 303
Hermes F.Norero, P.E.
Florida P.E.No.73778
Page 3 of 4
k !r
i a
BUILDING DROPS FL#: FL14911
aA\\
6 A Perfect Solution in Every Dropl Date: 1 No: 726
Report No: 263
Certificate of Authorization:29578
Installation:
Refer to Installation Instructions(SWDO50)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions(SWD050)for anchor spacing and more details of the installation
requirements.
Equivalence of Test Standards:
Various test standards have been evaluated for differences in test methodology,if any,between tested
editions of the test standards listed below and those editions referenced in the current Florida Building Code.
Manufacturer has tested their products to the following test standard edition(s):
1) AAMA/WDMA/CSA 101/I.S.2/A440-08
2) ASTM E1886-05
3) ASTM E1996-06/09/12
Chapter 35 of the current Florida Building Code references the following editions of the above mentioned
test standards:
1) AAMA/WDMA/CSA 101/I.S.2/A440-11
2) ASTM E1886-12
3) ASTM E1996-17
After review of the above mentioned referenced standards and editions, it has been found that no significant
technical changes have been made to the test standards that would affect the results.All referenced
standards have been found to be equivalent.All material test results meet minimum requirements of the
current FBC including HVHZ provisions.
Hermes F. Norero, P.E.
Florida P.E. No.73778
Page 4 of 4
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AMERICAN CRAFTSMAN WINDOWS ALVERLINCINDOWSAN DOORS
Q SILVER LINE WINDOWS AND DOOR
�+ ® SILVER LINE WINDOWS AND DOORS ONESILVER
(898)71-035DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(888)741-0354
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GENERAL NOTES:
MAX OVERALL SIZE TABLE OF CONTENTS w V' v is rn
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND w Z_ ¢
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION DESIGN MISSILE c
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZAND HAS WIDTH HEIGHT CONFIG. PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION ^ i
BEEN EVALUATED ACCORDING TO THE FOLLOWING: a
• TAS 201.94 52" 73" CIA +55/-60 PSF LMI/SMI 1 GENERAL NOTES&GLAZING DETAIL n
• TA5202-94 2 - ELEVATION&ANCHOR LAYOUTS
• TAS 203-94 REMARKS BY DATE
• ASTM E330-02 3 - VERTICAL SECTIONS
• ASTM E1881-22 7TH FBC EDITION NUS 0/
• ASTM E199117 4 - HORIZONTAL SECTIONS
• AAMA/WDMA/CSA 101/IS.2/A440-11 5 _ HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
REINFORCEMENT DETAILS
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING melwftAaAtl"w0[UM1S"fYNB["nawwAuecnsue
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF ANO wurwmurucrAcrwumwmwwswn Auco"c
xrc vnrtcamewswue V6rAaATgNtoonurt
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT mcmn¢ncauNwans"nauv N[ReM.Ar�SQf
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE O1G°"� AR°r"rQ °�' nir
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. eason:I am approving this document
43/64"O.A.I.G.LAMINATED GLASS ate:2020.1Q 01JIPJQjjp2'00'
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF:
1/8"ANNEALED GLASS � E O'''��
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE ` „ �
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7/32"STEEL SPACER 400
`�� ;• E••
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3/32"ANNEALED GLASS •••�O e
RECORD FOR THE PROJECT OF INSTALLATION. 0.090"SAFLEX PVB INTERLAYER BY (� ,] ]
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE EASTMAN CHEMICAL COMPANY
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 3/32"ANNEALED GLASS -0 $ A OF Jr
" A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION / r I
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, �i 0. O IDP / -
A LICENSED ENGINEER ORARCHITECTSHALLPREPARESITE lei
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN EXTERIOR / INTERIOR 'S
Y NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT I Z� vF. tptahc
APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR I 3se c awaerAcx e,w.ve
AW. \ DAMN BFA04 H 330M
fHVF CFRf.Oi ANIIOIIQATgN Na 295i8
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ON THIS PRODUCT IN AREAS REQUIRING IMPACT IN.1/8"OR 3/32" 7 15° F L14911
RESISTANCE. SETTING BLOCK
6. WINDOW FRAME MATERIAL:PVC DOW 995 SEALANT DATE: 01.23.18
TREMCO S700 SEALANT DWG.BY., CHK.BY:
i 7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED GLAZING DETAIL 1 HR HFN
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS
NOTE:CHAPTER 23. —GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.a: SWD050
B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 SAFETY GLAZING REQUIREMENTS OUTLINED IN
GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 1300 GLASS LOAD SHEET: �1
RESISTANCE. ,I
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AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVER LINE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(888)741-03S4
MAX.OA FRAME
WIDTH 52" p_ vi
MAX.D.L.O. zG w O4 �t
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HEIGHT 73"
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NORTH BRUNSWICK,NJ 08902
PH:(888)741-03S4
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3 NAIL FIN 3 THRU FRAME SHEET:
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3
AMERICAN CRAFTSMAN WINDOWS
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ONE SILVER LINE DRIVE
NORTH BRUNSWICK,NI 08902
PH:(888)741-0354
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MIN. SUBSTRATE 1/4"MAX. MIN.EMBEDMENT
SHIM SPACE SUBSTRATE SUBSTRATE
q EDGE DISTANCE BY OTHERS INTERIOR 3 BY OTHERS -y BY OTHERS AMERICAN CRAFTSMAN WINDOWS
SCREW IN THE INTERIOR SILVER LINE WINDOWS AND DOORS
CHANNEL
MIN. ONE SILVER LINE DRIVE
MIN. EDGE DISTANCE ,,w NORTH BRUNSWICK,NJ 08902
ID
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EMBEDMENT SCREW IN THE EXTERIOR w 4
CHANNEL z
1 1
PERIMETER SEALANT 1/4"MAX c n N z
BY OTHERS SHIM SPACE PERIMETER SEALANT 1/4"MAX. N 30 D,h z
EXTERIOR MIN. SHIM SPACE �Z
EXTERIOR INTERIOR EMBEDMENT EXTERIOR INTERIOR ¢3 a 500 p ^
VERTICAL SECTION HORIZONTAL SECTION >z""'_ z�
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1/4"MAX. REINFORCEMENT DETAILS o W /
SUBSTRAT SHIM SPACE
BY OTHERS {�—034" i
INTERIOR 0'83" 0.87"
��I " � I 0.13" 7TH FB EDITION NUS 011i4n
0.77" 0.9 7—� T :I t_
c EXTERIOR INTERIOR T 0.46"
0.06" 0.87"
m 0.45"
z T if
O LOCK RAIL T( O LOCK MEETING RAIL O BOTTOM LIFT RAIL&SASH
EXTERIOR 1 ALUMINUM ALUMINUM ALUMINUM AND MAY NOTRfRERARUA[LNglgNfiORAeel�K
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DISTANCE
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S NAIL FIN(JAMB) 5 MEETINGSTILE ��%%
INSTALLATION NOTES: ANCHOR SCHEDULE :•�}•E..S 'PO�!
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT Mir. e* f N 7 � a
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE WOM.MW sG"o 65 #S WDDD SCREW 1s 0.7s s A OF Q:
MAXIMUM SIZE LISTED. PAN HEAD i
NAILING FIN 3THREADSMW �i O (OP'•
10
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF i:1/21NCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT F,Er M IN.Fy A 33KS1 GAUGE steel R®iEKSCREW PENETRATION BEYOND 050'
W. I lr U'
METAL.
DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. i�j
gqqq��oopp�� TT��ppyEy
HO PAN HEAD IN 1S• O.TS ROR1)f80WdLWG;1
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/81NCH.SHIM EXTERIOR CHANNEL Tse[.DANu erAal e�w.r3Te
WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD:MIN.SG-0.55 reef r a H*o}'ep1N Na sssre
THE
5. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAYBE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE a100 TT HEAD IA IN 1s 0.76• FL I$:
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE B3 ON SHEET 1 FOR MORE F L14911
g INFORMATION. 010 PAN HEAD W 3THREADS MIN
R EXTERIORCHANNEL PENETRATIONBEYOND 030'
META
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND METAL'1B GAUGE Steel, DATE: 01.23.18
THROUGH FRAME MIN.Fy"33KSI
SIDING. 3TRATIO SNIT
110 FLATHEAD WTIIE DWG�Y�•. cHKI-IFN
PENETMTION BEYOND D.W"
F 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT INTERIOR CHANNEL METAL
COATING. y,S•nWTAPCON SCALE: NTS
3 CONCRETE:FC=MPSI FLAT READ 12s 1.76'
B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED DWG.a: SW D050
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK
RY:CMU perA6 3l18'RWTAPCON 1.2s t.Tb• SHEET:
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS c9a Mw.z000�l FLAT HEAD
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. LOF JS