HomeMy WebLinkAboutProduct Approval -- --- 398 East Dania Beach Blvd.
� BUILDING DROPS _ _ Suite 338
A Perfect Solution in Every Drop! RECET kE: ; Dania Beach, FL 33004
Certificate of Authorization:29578 954.399.8478 PH
MAY 10 2018 l 954.744.4738 FX
cgntact@buildingdrops.com
ST. Lucie County, Permittiric
Product Evaluation Report
Of
Silver Line Building Products Corp.
V1 Series / 70 Series Single-Hung Window (2127)
(Impact) (HVHZ)
for
Florida Product Approval
FL# FL14911
Report No. 5486
Current Florida Building Code
Method: 1 — D (Engineering Evaluation)
Category: Windows
Sub — Category: Single Hung
Product: V1 Series/70 Series Single Hung Window
(2127)
Material: PVC
Product Dimensions: See Installation Instructions, SWD050
Prepared for:
Silver Line Building Products Corp.
One Silverline Dr.
North Brunswick, N1 08902 ````�� E •. O �1�1�'
Prepared by: � E S• 'S1
O
Hermes F. Norero, P.E. N . 7 7
Florida Professional Engineer#73778
Date: 01/23/2018 S A OF
�.� O IDP':'
Contents:
Evaluation Report Pages 1—3
Digitally signed by Hermes F Norero, P.E. Herm es'fltdaso6', P.E.
Reason:I am approving this document Florida No. 73778
Date 2018.04 19 00:55:47-04'00'
RECEIVED
MAY 10 2018
ST. Lucie County, Per
NSTAILRTION NOTES Silver line
I. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SILVER LINE BUILDING PRODUCTS ',,�de
SHOWN.
THE NUMB OF ANC ORST BEUSENCHORSDENCTINIS THE STALLATION
UM SERIES 70 - MODEL 2127
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MA%ALL
SIZEUAL IN EXTRUDED VINYL SINGLE HUNG WINDOW
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF E1/2 �(�•#�
INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS
(I.E.,WITHOUT CONSIDERATION OF TOLERANCES(.TOLERANCES ME NOT (IMPACT)
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
.. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING pCa'A 'OM3
SHIMIS).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM WHERE GENERAL NOTES: f LZi CO G2�+
SPACE OF 1/26 INCH OR GREATER OCCURS.SHIMS)SHALL BE CONSTRUCTED S Z
OF HIGH DENSITY PLASM 09 BETTER. 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE 6TH EDITION <
1. RN NSTNIATION:FOR INSTALLATION INTO WOOD FRAMING USE R8 WOOD FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS
SCREWS OR II GAUGE ROOFING NAILS OR 1W COMMON NAILS OF SUFFICIENT BEEN EVALUATED ACCORDING TO THE FOLLOWING:
LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTOWOOD TAS203-% p mpZ
SUBSTRATE.INSTALLATION SHALL MAINTAIN MIN.3/8•EDGE DISTANCE. . TM 203-94 VI < wm p
ASTM E33002 TABLE OF CONTENTS
S. FN NSTAIUTORE FOR INSTAlLAT10N INTO METAL STUD USE 116 n a V
SELF-TAPPING SCREWS
OF SUFFIOENT LENGTH TO ACHIEVE A WNIMUM OF 3 ASTM E18B6-0S
THREADS PENETRATION BEYOND METAL WALL INSTALLATION SHALL MAINTAIN • ASTM E193606/09/12 SHEET REVISION SHEET DESCRIPTION WW
MIN.3/8'EDGE DISTANCE. AAMA/WDMA/CSA 101/I.S.2/A44006 1 - INSTALLATION A GEN RAL NOTES F
7. THROUGH FRANCE INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING 2. ADEQUACY OF THE EXISTING STRUCTURAL 2 - ELEVATION A ANCHOR LAVOVTS p
USE RIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-InINCH CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 3 - VERTICAL A HORIZONTAL SECTIONS(NAM PIN T
WETHSTANDING AND TRANSFERRING APPLIED PRODUCT
B. THROWN FUME IMSTAILATgN:FOR INSTALLATION THROUGH 1X BUCK TO LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 4 - VERTICAL A HORIZONTAL SECTIONS(TFROUC44 FRAME) ,^
CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 INCH ENGINEEROR ARCHITECTOFRECORDFORTHEMOJECTOF 5 HORIZONTAL SECTION.5,BUG(INSTALL.ATION,GLAZIId6 Z
DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE I UA INCH INSTALLATION. - DETAIL.A REINFORCEMENT
MINIMUM EMBEDMENT.INSTALLATION SHALL MAINTAIN MIN.13/4'EDGE 3. 1X AND 2X SUCKS(WHEN USED)SHALL BE DESIGNED AND Q
DISTANCE. ANCHOREDAS SPECIFIED HEREIN.REFER TO SHEETS FOR )"( O
9. THROUGH FUME INSTALLATION:FOR INSTALLATION INTO METAL STUD USE FURTHER DETAILS OF BUCK INSTALLATION. 10
H
N10 SELF TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ME
OF3THp ADS PEN N BEYOND METAL WALL GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS AOR
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION
'...MINIMUM EMBEDMENT NOT LITITED TO StUCC,FOAMCE ,
DK VENEER,ALL MDS, W
INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,ANDSIDING. UCEVIATE FNOM THE REQUIREMENTS DETAILED HEREIN,
A N
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE �f•
'.1.INSTALLATION MCHORSANDASSOOATEDHMDWMEMUSTBEMMEOF SPECIFIC DOCUMENTS FOR USE WIN NIS DOCUMENT IN
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT NON-HVHZ MEAS.IN HVHZ MEAS,ONE TIME PRODUCT MAX OVERALL SIZE RESIGN
APPROVAL TO BE OBTAINED FROM MIAMI-DADS RER OR LONFI6. MISSILE
COATING. AHJ. WIDTH{ HEIGHT PRESSURE IMPACT RATING
:2.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO NOT INSTALL S. APPROVED IMPAR PRl1TECTNE SYSTEM 6NOT REQARFD �61I
INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE K MEASURED ONROVED THIS ODURINOTECTBEAS OUIRINGIM NOT 52' ]3' O/X •55/MPSF VAI/SMI Z
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELLOF RESISTANCE Q- 'ti E
:3.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 6. WINDOW FUME MATERIAL PVC Z.� 6'-•
MANUFACTURER'SINSTALUTIONINSTRUCTIONS,ANDANCHORSSWULNOTBE ] IN ACCORDANCE WITH THE 6M EDITION FBC,WOOD -
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED BY THE ANCHOR MANUFACTURER. COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED -
- 1
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
4.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ME BASED ON OIAPTER23. <y�.••••
SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: B
A.WOOD-MINIMUM SPECIFIC GRAVITY OF O.SS. S. GLASS MARTS.EREQUIT5 FORSLA AST ME13011 ���`�/y••#P(yO� '6y
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GLASS CHARTS.SEE SHEETSFONGUZING DETAILS. T//JUIIII ILII
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH
MINIMUM IMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS m
m
To ASTM C 4]6,MINIMUM GROUTCOMCONFORMS
STRENGTH OF 2000 PSI.
D.HOLLMUMC XCMU UNIT VESTRE STRENGTH
CONFORMS TO ASTM[-90 WITH
MINIMUM COMPRESSIVE STRENGTH f 3 KSI PL. p O -I I Z Z
E.STEEL MINIMUM YIELD STRENGTH OF 33/2'MINIMUM WALLTHKXNEST
OF 4T B MIL-MII CMU 18 GAUGE).MIN.1/2'EDGE DISTANCE. W6
G.ALUMINUM 1/2'ED EDISTOY6063-T9.MINIMUM WALL THN]LNESS OF SL A FDO11
1/16'.MIN.1/Z'EDGE DISTANCE. pptally signae 6y Hermes F Wre�o.a E 1�/1•/
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CONCRETE/MASONRY 6 2X
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INSTALLATION ANCHOR
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SHEET: 3 OF C
#10WOODANNCHOR CHC k 2X WOOD BUCK/5TUD SilverLine
INSTALLATION 3/4'MIN. BY OTHERS LwNndCYsm
CONCRETE/MASONRY EDGE DISTANCE SEE SHEET 5 FOR
B=EEN
♦ CONNECTION DETAILS 1/4'MAX
CAULK BETWEEN ° 'y•A SHIM SPACE MIN.3 THREADS
CONCRETE/MASONRY a`• PENETRATION BEYOND
BY OTHERS SEE GLAZING METAL STRUCTURE ......
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DETAIL SHEETSaraE sn
EXTERIOR
FINIS
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BY OTHERS EMBEDMENT INTERIOR •"
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INSTALLATION ANCHOR ,m,• TST
PERIMETER SEALANT I/SHl'M SPACE MAX METAL TUBE/STUD OR APPROVED S N w i
BY OTHERS / _ MULLION BY OTHERS,
/ 1 SEE SHEET 1 INSTALLATION
O.A. EXTERIOR 1 / INTERIOR NOTE 14 c a
UNIT EXTERIOR L MIN.1/2'EDGE DISTANCE w <
j91r o<1wR
HEIGHT PERIMETER SEALANT m J�<;
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DETAIL,SHEET 5 BY OTHERS C N g w o
O.A. n
UNIT
WIDTH
VERTICAL SECTION HORIZONTAL SECTION a
4 HEAD-2X WOOD RUCK 4 JAMB-METAL TUBE/STUD OR APPROVED MUWON ?�
THROUGH FRAME THROUGH FRAME-BELOW MEETING RAIL
Z
SEE GLAZING
DETAIL,SHEET 5 1112 MIN. O Z
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EXTERIOR INTERIOR ix WOOD BUCK(OPTIONAL) H
1/4"MAX.
BY OTHERS
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UNIT / BY OTHERS -
HEIGHT / \ 3/16'FH ITW TAPCON SEE 6LA21N6
1 INSTALLATION ANCHOR DETAIL SHEET 5
3 1/4'MAX ''•'.
PERIMETER SEALA SHIM SPACE '7�' �� ` •A I JF i•
BY OTHERS
MIN.13/4'
EXTERIOR FINISH . EDGE DISTANCE
BY OTHERS EXTERIOR - Q•• 6i;•
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CONCRETE/MASO .y r A
BY OTHERSBY OTHERS
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SHEET: 4 OF 5
Silverl;rx?
43/64"O.A.I.G.LAMINATED GLASS
CONSISTING OF: ...........
1/8'ANNEALED GLASS ,m�gy�
7/32'STEEL,,PACER
3/32'ANNEALED GLASS
2 0.090'SAFLEX PVB INTERLAYER BY
EXTERIOR EASTMAN CHEMICAL COMPANY
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LSI 1 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE
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0.9" T SPACING BETWEEN ANCHORS SUCH THAT MAX.O.C.
T-
0.06' SPACING SPECIFIED I5 NOT EXCEEDED. LU '^
0.45" 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK o
OLOCK RAIL TOP O LOCK MEETING RAIL
ALUMINUM ALUMINUM 1/4"ITW TAPCON ANCHOR
4'FROM CORNERS q
16'MAX.O.C.THEREAFTER 2X WOOD BUCK OF SUFFICIENT J,
L—{ 0.34' DEPTH TO FULLY SUPPORT 1 R
WINDOW FRAME.
BY OTHERS .,, 6 wig
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.y:.�0.13' 11/4'MIN. _ �rlc?�
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0.46' 11/2*MIN.EDGE
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OBOTTOM LIFT RAIL 6 SASH 2'MIN.EDGE ti #pay g
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REINFORCEMENT DETAILS BUCK INSTALLATION DETAIL o g _ z
DWG#
SWDO11
SHEET: 5 OF 5
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
® 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
Of
Silver Line Building Products
Series 70 — Extruded Vinyl Single Hung Window
(Impact Rated)
for
Florida Product Approval
FL# FL19715
Report No. 4806
6th Edition 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 ��������►►►,,
or F.F O
Prepared by: �c,�; ,�-p
s • �•� . o ;
Hermes F. Norero, P.E. 7
Florida Professional Engineer#73778
Date: 05/05/2017 = ro T T
Contents: �� ••'• ••' G��`-
Evaluation Report Pages 1 —4 �'*'%,`SS/pNA1-
Digitally signed by Hermes F.Norero,P.E. ►
Reason:I am approving this document Hermes►�. IJHWo, P.E.
Date:2017.06.14 21:52:22-04'00' Florida No. 73778
BUILDING DROPS FL#: FL19715
A Perfect Solution in Every Drop Date: 05/05/2017Report No: 4806
Certificate of Authorization:29578
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 Silver Line
Building Products 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 61h Edition Florida Building
Code.
See Installation Instructions SWD011,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 6th Edition 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 6th Edition 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
BUILDING DROPS FL#: FL19715
A Perfect Solution in Every Drop Date: 05/05/2017Report No: 4806
Certificate of Authorization:29578
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
Page 3 of 4
BUILDING DROPS FL#: FL19715
A Perfect Solution in Every Drop Date: 05/05/2017Report 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.f'c=3000 psi) or masonry(Conforms to ASTM C90)substrate where
one by(1X), 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.f c=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.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4