HomeMy WebLinkAboutProduct Approval (2) 398 East Dania Beach Blvd.
BUILDING DROPS Suite338
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
Of
Silver Line Building Products Corp.
V1 Series / 70 Series Single-Hung Window (2127)
(Impact) (HVHZ)
for
Florida Product Approval RECEIVED
AUG 12 2020
�rmitting Department
St. Lucie Countv
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:
Prepared by: �,� E 8�;-. 'p
N 7 O
7,�8
Florida Professional Engineer#73778 i -O S A OF
Date: 01/23/2018 ?3
O� O IDP•• \��`
Contents:
Evaluation Report Pages 1—3 �i� O L_ ��•���
Digitally signed by Hermes F Norero.P E Hermes fl"0006,'P.E.
Reason I am approving this document Florida No. 73778
Date 2018 04 19 00:55 47-04'00'
BUILDING DROPS FL#: FL14911
A Perfect Solution in Every Drop! Date: 01/23/2018
Certificate of Authorization:29578 Report No: 5486
Manufacturer: Silver Line Building Products Corp.
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: 01/23/2018
Certificate of Authorization:29578 Report No: 5486
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:
NCTL 110-16327-1 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
Silver Line
SILVER LINE BUILDING PRODUCTS CORP. "'
V1 SERIES170 SERIES SINGLE HUNG WINDOW(2127)
(IMPACT RATED)(HVHZ) W �„
Ati a OR1�
L�DY12���
= 33 =_• ESE
GENERAL NOTES: W� Z�
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAXOVERALLSIZE TABLE OF CONTENTS
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION COMING. DESIGN MISSILE
LLORIDA BUILDING CODE(FSC),INCLUDING HVHZ AND HAS WIOM HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION r a
BEEN a EVALUATED ACCORDING TO THE FOLLOWING:
' TAS 201'9A 52" 73" OA( K5/-60 PSF lMl/SMI 1 - GENERAL NOTES BGLAZING DETAIL
TAS 202 9a
• TAS 2.3�90 2 - ELEVATION&ANCHOR LAYOUTS
• ASTM E330D2 3 - VERTICALSECTIONS REMARKS BY GATE
• ASTM FIB86-05
• ASTM E1996-06/09/12 A - HORIZONTAL SECTIONS
• MMA/WDMA/CSA IOlA.S.2/A94009 5 HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES•
REINFORCEMENT DETAILS
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETL/MASONRY,2X FRAMING,AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF ME
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION,
9^•WYN'NFJY We.0 E
43/64'O.A.I.G.LAMINATED GLASS LRXT
3. 1X AND 2X BMKS("EN USED)SMALL BE OF IGNED AND CONSISTING OF: D'"�A6 ,3B
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 1/&"ANNLAIFO GLASS ,p '
STRURURC BUCK DESIGN AN INSTALLATION IS ME 7/32'STEEL SPACER V A Obi
RESPONSIBILITY OF ME ENGINEER OR ARCHITECT OF 3/32"ANNEALED GLASS N 7 7•"
RECORD FOR THE PROJECT OF INSTALLATION. 0.090"SAFLEX PVB INTERLAYER BY `* 1Ar
1. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE IIIII�--- EASTMAA CHEMICAL COMPANY "D .2
GENE RIC AND MAY NOT REFLECT ACIUALCONDITIONS FOR I 3/32"ANNEALED GLASS p S A �F
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION /� \ 'iO�F L IDS: 222;
ALC LICENSED ENGNEER DEVIATE FROM EOR ARCHITECT SHALL PENTS REPARE LED RSITE \� '7 SS n I
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN EXTERIOR / INTERIOR Y7tl„
NON HVHZ AREAS.IN NVHZ AREAS,ONE TIME PRODUCT I Fu R.ErA>�
APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR l�O
AM]. I\ PNR � R aY
STEEL SPACER
S. ON THIAPPROVS
PRODUCT
AREAS WQUIRINSYSTEM IS NOT REQUIRED \ FL R'om
OSISTA PRODUCT IN AREAS REQUIRING IMPACT MIN.GLASS FL14911�
RESISTANCE. 1/8'OR 3/32" SITE 7/16"
SETTING BLOCK
6. WINDOW FUME MATERIAL:PVC DOW 995 SEALANT DATE: 01.23.18
7. IN ACCORDANCE WITH ME CURRENT EDMON FBC,WOOD GLAZING DWG.BY: CHK.BY:
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED GING DETAIL Tf HFN
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS
CHAPTER 23. NOTE:
ACL 9FAZING CONFIGURATIONS SHALL COMPLY WITH DWG.«: SWD050
9. GLASS MEETS ME REQUIREMENTS OF ASTM E 1300 SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET:
GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
OF S
Silver Line
MAX.O.A FRAME ��
WIDTH 11" O
MAX.D.L.O. '^—
WIDTH«7.69' W o3 i p j!$a
3"MAX. 6"MAX. 6.25"MAX. t7 s
A B FROM O.C. FROM
3 3 CORNERS�r CORNERS I
ai o gym!
j $o
L NOTE: s
ALLFASTENERS ABOVE
THE MEETING RAIL IN n \
THE INTERIOR IAMB
MAR.D.LO. 1. 6'MAIL� p• TRACK MUST BE FLAT HEAD p-
HEIGHT 33.50" C O.C. REMARKS BY DATE
12.50'MAX.
MAX.OA FRAME O.C.
HEIGHT 73"
MAX,D.LO. X.
HEIGHT 33.50' 3"MAX. K• 5.25"MAX.
FROM F0.0M `,LLIIIIIFFFT�� ��
CORNERS CORNERS
O
O S A OF
ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT
SINGLE HUNG WINDOW NAIL FIN-ANGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW %FS Ci
rdFln�Ne►�i
R B:
FL14911
onTf, 01.23.18
OWG.BY: CHK.BY:
HR HFN
SCALE: NTS
SWD050
SHfET:
2
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Silver Line
gAn&e
/ / y Za
DETAIL,SHEET 1 DETAIL,SHEET 1 c 3 S o f 71
m�
J �
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REMARKS BY DATE
S2 L
2 2
EXTERIOR INTERIOR EXTERIOR INTERIOR
f �
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J V
SEE GLAZING SEE GWJNG S A OF
DETAIL,SHEET 1 DETAIL,SHEET 1
FL R:m
FL14911
DATE: 01.23.18
DWG.BY: OIX.Br:
HR HFN
[A1 VERTICAL SECTION SCALE: NTS
VERTICAL SECTION DWGE: SLATS
NA RN 3 THRufILAME SHEET:
OF 5
•
Silver Line
N,,&—
Ld
SECTION FOR INTERIOR =� vZ-i
SECTION ONSTA FOR
BLOCK&TACKLEERS SEE GLAZING SEE GLAZING BALANCERS
T FORCE Y a
BAUNCERS� DETAIL SHEETS DETAIL SHEET I ��� -CONSTANT
iCD o/
a2
\ W�
EXTERIOR
JI/ �ma
— D.L.O.
REMARKS BY DATE
MAX.FRAME WIDTH
HORIZONTAL SECTION
4 UPPER SASH
SEE GLAZING SEE GLAZING ...
_DETAIL SHEET INTERIOR DETAIL SHEET I �v....m,wu,� wnv
_ YY 11111111f11//
N
-� - SA OF
EXTERIOR
— D.L.O. - brl�wA►`i`
a=o,a�s.c
_ o.w.arwwi,rt 'w
MAX.FRAME WIDTH
FL R:mrt
/1 HORIZONTAL SECTION FL14911
4 LOWERSASH DATE: 01.23.18
DWG.BY: CXK.BY:
HR HFN
SCALE: NTS
—K SWD050
SHEET:
4
OF S
Land Surveyors, Inc. N I
a �
www.exactaland.com
Toll Free 866-735-1916 F 866-744-2882 E �, x M•n
PROPERTY ADDRESS: 824 SE FESTIVO COURT PORT SAINT LUCIE,FLORIDA 34983 SURVEY NUMBER: 1406.2498
FIELD WORK DATE:6/22MI4 REVISION DATE(S):(REv.o 612312014)
1406.2498
BOUNDARYSURVEY
ST.LUCIE COUNTY NOTES:
LOT APPEARS TO BE SERVICED BY CITY WATER AND SEWER
FENCE OWNERSHIP NOT DETERMINED 1N " R
NO ID
D.E. do P.U.E. - DRAINAGE EASEMENT AND PUBLIC UTILITY EASEMENT a P.C.
0'
LOT 14 30. • .
BLK 63 LOT 1 0
63
1/2" FIRC N S 89'44'17"BEK109.94' ry 1/2" FIRC
ILLEGIBLE
6' W.F. S 'OO" E 11 .00' ( ILLEGIBLE
6' D.E. & P.U.E. +
4.3' 0 F"�
25.4'
38.0'
1 STY. o
(� J N RES J824 N 0-v
v
` d
b 48.5' 8.0' 6.5'
(O
LOT 13 °f Ccil r :'• I N N o_
BLK 63
wW 10.0' N 33 W
op LOT 2
0 0
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b b I M10.0' :;:'::�,,z 1: b
Z Z V ao 29.4'
to
7'CON, .'�' 1•' .1
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4.4' ow-
FLORIDA POWER & LI --
4. 6' D.E. & P.U.E.
SIRC 4• C.L F. 8T56'00" W 110.00' (P) 2 o- ' RC
LB/733 0 N 89.56'01" W t
eW/c 105.50' M 110.00' C o o
LOT 12 ;,�, ( ) ( ) o o
BLK 63 0 0 ;o Mi Ni
LOT 3 w w
BLK 63 Q,o
too
0
hereby certify is t a14 Survey of the bb
hereon describe propeM73 has n made under 1/2 R
my direction, o o y knowledge NO ID
and belief, it I to representation eJd COR• 0 15 30
of a survey th a eetpA•,ft mr um technical
standards set fo byF`the F1 a Board of
Professional Surve rs in Chapter GRAPHIC SCALE (In Feet) ^'
5J-17 of the Flo ��AL Lt ve Code. 1 inch = 30' 1t. �'V�
State of Florida Professional Surveyor and Mapper
License No. 6473
Use of This Survey for Purposes other than Intended,Without Written Verification,will beat the User's Sole Risk and Without Liability to the Surveyor.
Nothing hereon shalt be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified.
FLOOD INFORMATION: L
OINTS OF IN
BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING .4'CHAIN LINK FENCE OVER&D.E.AND P.U.E. 2.4'CHAIN LINK
MUNICIPALITY OR WWW.FEMA.GOV,THE PROPERTY APPEARS TO BEENCE OVER 10'D.E.AND P.U.E.
LOCATED IN ZONE X.THIS PROPERTY WAS FOUND IN ST.LUCIE
COUNTY,COMMUNITY NUMBER 120285,DATED 02/16/12.