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A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
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Product Evaluation Report
M
Silver Line Building Products Corp.
V1 Series / 70 Series Single -Hung Window (2127)
(Non -Impact) (HVHZ)
for
RFC
Florida Product Approval ✓11N0
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FL# FL14911
Report No. 5485
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, SWD049
Prepared for:
Silver Line Building Products Corp.
One Silverline Dr.
North Brunswick, N1 08902
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date:01/23/2018
Contents:
Evaluation Report Pages 1-3
Digitally signed by Hennes F. Norero, P.E.
Reason: I am approving this document
Date: 2018.02.14 14:46:24 -05'00'
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Florida No. 73778
1(k BUILDING DROPS
A Perfect Solution in Every Dropl
Certificate of Authorization: 29578
Manufacturer: Silver Line Building Products Corp.
Product Category: Windows
Product Sub -Category: Single Hung
Compliance Method: State Product Approval Method (1)(d)
FL#: FL14911
Date: 01/23/2018
Report No: 5485
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.
Limits of Use:
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 SWD049, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for
specific use parameters.
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 require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing SWD049 require further engineering
analysis by a licensed engineer or registered architect.
S. See Installation Instructions SWD049 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 3
BUILDING DROPS FL#: FL14911
k
Date: 01/23/2018
A Perfect Solution in Every Drop Report No: 5485
1(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:
Referenced Data:
Installation:
• TAS 202-94
• ASTM E330-02
• AAMA/WDMA/CSA 101/I.S.2/A440-08/11
1. Product Testing performed by Testing Evaluation Laboratories, Inc.
(FBC Organization # TST4317)
Report: Dated:
TEL01410311 12/15/2010
Signed and Sealed by: Lyndon F. Schmidt, FL P.E. No 43409,
2. Quality Assurance
Window and Door Manufacturers Association
(FBC Organization #: QUA2515)
3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance
with AAMA 303
Refer to Installation Instructions (SWD049) for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions (SWD049) for anchor spacing and more details of the installation
requirements.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 3
SILVER LINE BUILDING PRODUCTS CORP.
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127)
(NON -IMPACT) (HVHZ)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FBC(, INCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TM202-94
• ASTM E33D02
• AAMA/WDMA/CSA101A.S.2/A440O8/11
2. ADEQUACY OF THE EXISTING STRUCTURAL
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 WE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOAM TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS WE
RESPONSIBILITY OFTH E ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
ASPEQFICSITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM WE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFICDOMMEN FORUSEWITIUTHISDOCUMENTIN
NON-HVHZAREAS.IN HVHZAXEAS, ONE TIME PRODUCT
APPROVAL TO BE OBTAINED FROM MIAMI-DADE PER OR
AM.
S. APPROVED IMPACT PROTECTIVE SYSTEM 6 REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6, WINDOW FRAME MATERIAL: PVC
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC, WOOD
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CHAPTER 23.
8. GLASS SHALL MEETTHE REQUIREMENTS OF ASTM E 13M
GLASS CHARTS. SEESHEET 1 FOR GLAZING DETAILS.
MAKOVERALLSIZE
CONFIG.
DESIGN
PRESSURE
MISSILE
IMPACTRATING
WIDTH
HEIGHT
52'
62ST
O/X
N62.8/-65 PSF
NON IMPACT
52'
73'
SIX
355/-60 PSF
NON IMPACT
TABLE OF CONTENTS
SHEET
REVISION
SHEETDESCRIMON
1
.
GENERAL NOTES &GLAZING DETAIL
2
-
ELEVATION & ANCHOR LAYOUTS
3
-
VERTICALSECTIONS
4
-
HORIZONTALSECTIONS
S
HORIZONTAL & VERTICAL SECTIONS, INSTALLATION NOTES&
REINFORCEMENT DETAILS
EXTERIOR
STEELSPACER
1/8" OR 3/32"
SETT NG BLOCK
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INTERIOR
MIN. GLASS
SITE 7/16'
NOTE:
ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH
SAFETY GLAZING REQUIREMENTS OUTU N ED IN
CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
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69
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SINGLE NUNG WINDOW
3" MAX.
FROM -
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6" MAX.-
O.C.
3" MAX.
FROM
CORNERS
ANCHOR LAYOUT
NAIL FIN -SINGLE HUNG WINDOW
MAX. 6.25" MAX.
O.C. FROM F�
CORNERS
NOTE:
LITASTENERS ABOVE
THE MEETING RAILIN
THEINTERIORIAMB
TRACK MUST BE FLATHEADS. L
12.50° mm,
O.C.
6.25" MAX.
FROM
CORNERS L
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THROUGH FRAME -SINGLE HUNG WINDOW
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VERTICAL SECTION
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:TAIL. SHEET 1
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SEE GLAZING
DETAIL, SHEET 1
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`DETAIL SHEET 1
INTERIOR
HORIZONTAL SECTION
4 UPPER SASH
INTERIOR
EXTERIOR
— D.LO.
OAK. FRAME WIDTI
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4 LOWER SASH
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MIN. DunalHAU
EDGE DISTANCE BYOTHERS
MIN.
EMBFOMENi
PERIMETER SEALANT —� 1/4"MAK�
BY OTHERS SHIM SPACE
MERIOR U INTERIOR
6 VERTICAL SECTION
THROUGH FRAME (HEAD)
iSTPAT
1/4° MAX.
OTHERS
SHIMSPACE
INTERIOR
W
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2E
i EMERIOR
1/4° MAX .�..II SHIMSPACE /�1
INTERIOR Y ' �
BYOTHERS
SCREW IN THE INTERIOR
MIN.
EDGE DISTANCE
SCREW IN THE EXTERIOR
CHANNEL
PERIMETERSEALANT
BY OTHERS
EXTERIOR MIN.
EMBEDMENT
6 HORIZONTAL SECTION
THROUGH FRAME (JAMB)
MIN.EMBEDT�M.ENT SUBSTRATE
BY OTHERS
iN
1/4" MAX.
SHIMSPACE
EXTERIOR
a INTERIOR
6
HORIZONTAL SECTION
NAZI FlN (HEAD)
REINFORCEMENT DETAILS
0 83" --{ O 87" I 0.34"
L—i L � 'J��I t'�j I-I�0.13"
0.77' i 0.9 I— 0.46"
0.06° 0.8]'
ITERIOR OAS'
OLOCK ALUMINUM OPO ALUMNUMLOCK MEETING RAIL O AAOMOMUMFi RAIL &SASH
MIN. EDGE
DISTANCE
n HORIZONTAL SECTION VERTICAL SECTION
6 NAIL FIN(JAMB) 6 MEETINGSTIE
INSTAUATIONNOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIREDAT EACH ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTAUATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTAUAMON OFTHE
MAXIMUM SOE USTED.
3. INSTALL INDMOUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 32/2INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR IAYOUT
DETAILS II.E., WTHOUTCONSIDERATION OFTOLERANCESI. TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTAUATION ANCHOR WITH LOAD BEARING SHIM(S).MAKIMUMALLOWABLE SHIM STACKTO BE3/8INCH. SHIM
WHERE SPACE OF 1/16INCH OR GREATER OCCURS. SHIMIS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLAsTICOR BmER.
5. FOR MASON BY OR CONCRETE OPENINGS,]% WOOD BUCK MAYBE USED IOPTONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOSE SUBSTRATE. SEE GENERALNOTE N3 ON SHEET 1 FOR MORE
INFORMATION.
6. MINIMUM EMBEUMENTAND EDGE OLS`FANCE EXCLUDE WALL FINISHES, INCUDING BUT NOT UNITED TO STUCCO, FOAM, BRIO( VENEER, AND
SIDING.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUSTBE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATING.
S. FOR HOLLOW BLOCKAND GROUT FILLED BLOCK, DO NOTINSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED
FROM FREE EDGE OF BLOCK OR EDGE OF MORTARJOINT INTO FACE SHELL OF BLOCK.
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WRN ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY WE ANCHOR MANUFACTURER.
10. FOR INSTALLATION ANCHORS ABOVETHE MEETING RAIL IN TH E INTERIOR JAMB TRACK, USE FIAT HEAD ANCHORS.
EXTERIOR
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