HomeMy WebLinkAboutEngineering _ BUILDING DROPS 398 East Dania Beach Blvd.
Suite 338
®/j/N) A Perfect Solution in Every Drop! Dania Beach, FL 33004
Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
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Of
REVIEWED F
Silver Line Building ProductVSWE
V1 Series/ 70 Series Single-Hung W"o
(impact) HVHZ ;UN3 Y
for 25
Florida Product Approval
FL# FL14911
Report No. 5486
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Windows
Sub—Category: Single Hung
Product: VI Series/70 Series Single Hung Window
(2127)
Material: PVC
Product Dimensions: See Installation Instructions,SWDOSO
Prepared for:
Silver Line Building Products Corp.
One Silverline Dr.
North Brunswick, NJ 08902 �ti►�I�O��'i,'
`� .. .. s�
Prepared by: E .s • �0 '-
Hermes F. Torero P.E. N . 7 7
Florida Professional Engineer#73778 S q OF
Date:01/23/2018 ?�
OT O
Contents:
Evaluation Report Pages 1-3
Digitally signed by Hermes F.Norero,P.E. Her me�s�Fi Notrelk E.
Reason:I am approving this document Florida No.73778
Date:2018.04.19 00:55:47-04'00'
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BUILDING DROPS FL#: FL14911
A Perfect Solution in Every Drop! Date: 01/23/2018
Certificate of Authorization:29578 Report No: 5486
Manufacturer: Silver Line BuildingProducts Corp.
i
Product Category: Windows
Product Sub-Category: Single Hung
Compliance Method: State Product Approval Method (1)(d)
Product Name: V1 Series/70 Series Single Hung Window(2127)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line
Building Products Corp. 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 drawing 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 No. 73778
Page 2 of 3
BUILDING DROPS FL#: FL14911
A Perfect Solution in Every Drop! Date: 01/23/2018Report No: 5486
Certificate of Authorization:29578
Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance
with the Current 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:
NCTL110-16327-1 08/13/2013
Signed and Sealed by: Harold E. Rupp, FL PE No 15935,Sealed Date 02/06/18
NCTL110-16327-2 11/05/2013
NCTL110-16327-3 08/13/2013
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
Installation:
Refer to Installation Instructions(SWD050)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.
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 3
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOORS
70 SERIES / V1 SERIES / (2127)
SINGLE- HUNG WINDOWS
(HVHZ)(IMPACT)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE TABLEOFCONTENTS
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. DESIGN MISSILE
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94 52" 73" CIA +55/-60 PSF LMI/SMI 1 GENERAL NOTES&GLAZING DE
• TAS 202-94 2 - ELEVATION&ANCHOR LAYOU
• TAS 203-94
• ASTM E330-02 3 - VERTICALSECTIONS
• ASTM E16-1
ASTM E199996-17 4 - HORIZONTAL SECTIONS
•
• AAMA/WDMA/CSA 101/I.S.2/A440-11 5 HORIZONTAL&VERTICAL SECTIONS,INSTA
2. ADEQUACY OF THE EXISTING STRUCTURAL REINFORCEMENT DETAILS
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
43/64"O.A.I.G.
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF:
ANCHORED TO PROPERLY TRANSFER ALL LOADSTO THE 1/8"ANNEALED
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7/32"STEEL SPAC
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3/32"ANNEALED
RECORD FOR THE PROJECT OF INSTALLATION. 0.090"SAFLEX PV
R 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 3/32 ANNEALED
GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECTSHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN EXTERIOR / INTERI
NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT
APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR
AHJ. I
STEELSPACER
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
\
ON THIS PRODUCT IN AREAS REQUIRING IMPACTMIN.GL
RESISTANCE. 1/8"OR 3/32" BITE 7 6 SETTING BLOCK
6. WINDOW FRAME MATERIAL:PVC DOW 995 SEA
TREMCO 570
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED GLAZING DETAIL I
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
g CHAPTER 23. NOTE:
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH
SAFETY GLAZING REQUIREMENTS OUTLINED IN
GLASS CHARTS,SEE SHEET 1 FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE,
I?
MAX.O.A FRAME
WIDTH 52"
MAX.D.LO.
WIDTH 47.69"
A B 3"MAX' 6"MAX. 6.25"MAX.
3 3 FROM O.C. FROM
CORNERS-
CORNERS I
NOTE:
ALL FASTENERS ABOVE
THE MEETING RAIL IN
THE INTERIOR JAMB
MAX.D.L.O. p^ 6°MAX. "0" TRACK MUST BE FLATHEAD ^p^
HEIGHT33.50" C D.C.
4
12.50"MAX.
MAX.O.A FRAME O.C.
HEGHT 73"
D
4
MAX.D.L.O. ^X"
HEIGHT 33.50" 3"MAX. X 6.25"MAX. X.
FROM FROM
CORNERS CORNERS
A ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT
S SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW
2
6
E
E
f
1 1
\ SEE GLAZING \ SEE GLAZING
DETAIL,SHEET 1 DETAIL,SHEET 1
d d
0 0
x x
EXTERIOR INTERIOR EXTERIOR INTERIOR
LL
Q Q
4 Q
SEE GLAZING SEE GLAZING
DETAIL,SHEET 1 �DETAIL,SHEET 1
s
S
g6
S
p
2 rX� VERTICAL SECTION VERTICAL SECTION
3 NAIL FINS THRU FRAME
f
SECTION FOR INTERIOR SECTION FOR
BLOCK&TACKLE SEE GLAZING SEE GLAZING CONSTANT FORCE
BALANCERS DETAIL SHEET 1 DETAIL SHEET 1 BALANCERS
/o
i EXTERIOR
D.L.O.
MAX.FRAME WIDTH
IHORIZONTAL SECTION
UPPER SASH
SEE GLAZING SEE GLAZING
`DETAIL SHEET 1 INTERIOR DETAIL SHEET 1
EXTERIOR
D.L.O.
f
MAX.FRAME WIDTH
a
p HORIZONTAL SECTION
4
LOWER SASH
F
Y
MIN. SUBSTRATE 1/4 MAX. MIN.EMBEDMENT
EDGE DISTANCE BY OTHERS SHIM SPACE SUBSTRATE SUB'
BY OTHERS 1 BY C
INTERIOR SCREW IN THE INTERIOR
CHANNEL
MIN.
MIN. EDGE DISTANCE
W ty
EMBEDMENT SCREW IN THE EXTERIOR w z
PERIMETER SEALANT 1/4"MAX CHANNEL z y
BY OTHERS O SHIM SPACE PERIMETERSEALART
BY OTHERS 1/4"
SHIN
EXTERIOR MIN. EXTERIOR INTERIOR
EXTERIOR INTERIOR EMBEDMENT
5 VERTICAL SECTION HORIZONTAL SECTION [� HORIZONTAL SI
THROUGH FRAME(HEAD) 5 THROUGH FRAME(IAMB) 5
NAIL FIN(HEAD)
1/4"MAX.SUBSTRAT SHIM SPACE REINFORCEMENT DETAILS
BY OTHERS
INTERIOR Z .83� � �+0.87"
z
w EXTERIOR 0.77"
INTERIOR 0.9110.06" 0.8
m
� 0.45"
LCK7EXTERIOR 1 O AOLUMRNUM AIL TOF O ALUMWUILOCK VINGRAILO A�UM�NI
MIN.EDGE
DISTANCE
HORIZONTAL SECTION rE-'), VERTICAL SECTION
5 NAIL FIN(JAMB) 5 MEETING STILE
INSTALLATION NOTES:
ANCHOR SCHEDULE
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. METHOD suBsrw+TE ANCHOR SCHEDULE MIN EMBEDM.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE #S WOODSCREN
MAXIMUM SIZE LISTED. WOOD:MlN.so=0.s5 PAN HEAD ts•
NAILING FIN 3 THREADS 1
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF it/21NCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT METAL:IS GAUGESt.1, WSTEKSCREW PENETRATION BI
DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. MIN'Fy-33KSI METAL
¢ 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM E)REPoAN HEAD EL AD IN 1.5'
WHERE SPACE OF V16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD:MIN.SG=0.55
N10 FLAT HEAD IN THE S. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE INTERIOR CHANNEL 1.51
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE
g INFORMATION. #10 PAN HEAD IN 3 THREADS!
d EXTERIOR CHANNEL PENETRATION BI
n 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND METAL:75 GAUGE Steal, METAL
SIDING. THROUGH FRAME MIN.Fy=33KS1
F #10 FLAT HEAD IN THE PE
INTERIOR CHANNEL NETRATION BI
3 THREADS 1
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT METAL
,Fg COATING. 3116'ITW TAPCON
g CONCRETE:fr+3000PSI FLATHEAD 1.25'
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
F.N-.'...M.-,AS- 3H8'ITWTAPCON 125'
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS 2000 PSI 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.