HomeMy WebLinkAboutProduct Approval (2) 398 East Dania Beach Blvd.
/M/AA 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
RECEIVED-__"__._
Silver Line Building Products
Series 70— Extruded Vinyl Single Hung Wind w JUL 12 2018
(Impact Rated) SZ >IGIEI County, Permitting
for
rg-m- I L E C
Florida Product Appro
FL# FL19715
Report No. 4806
Current 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 0%J111111111;
Prepared by: Q' ••' '••• • �
•�'A'•��
� s�•' . o ,
Hermes F. Norero, P.E. _
7
Florida Professional Engineer#73778
Date: 12/15/2017
Contents: '••••. • ••• �j�=���
Evaluation Report Pages 1-4 AL
Digitally signed by Hermes F.Norero,P.E. Herme0, P.E.
Reason:I am approving this document Florida No.73778
Date:2017.12.18 18:31:30-05'00'
BUILDING DROPS FL#: FL19715
,A Perfect Solution in Every Drop! Date: 12/15/2017Report 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 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 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 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 SWD011 require further engineering
analysis by a licensed engineer or registered architect.
S. See Installation Instructions SWD011 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 4
1
0^�A -
BUILDING DROPS FL#: FL19715
A Perfect Solution in Every Drop! Date: 12/15/2017
ff Certificate of Authorization:29578 Report No: 4806
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/HallMark 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: 12/15/2017Report 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.fc=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
Silver Line
SILVER LINE BUILDING PRODUCTS �,AJLtD
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) ONESILVERUNEDRW
NORTH BRUNSW M W 08902
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MANUFACTURED TO COMPLY WITH THE 6TH EDITION CONFIG. DESIGN
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS
WIDTH HEIGHT PRESSURE IMPACTRATING SHEET REVISION SHEET DESCRIPTION > a
BEEN EVALUATED ACCORDING TO THE FOLLOWING: 1 _ GENERAL NOTES&GLAZING DETAIL w
• TAS 201-94 52" 73" O/X +55/-60 PSF LMI/SMI a
• TAS 202-94 2 - ELEVATION&ANCHOR LAYOUTS
• TAS 203-94 REMARKS BY DATE
• ASTM E330-02 3 - VERTICALSECTIONS
• ASTM E1886-OS 6TH FRC EDITION Lm D6/14/17
• ASTM E1996-06/09/12 4 - HORIZONTAL SECTIONS
• AAMA/WDMA/CSA 101/I.S.2/A44D-085 HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
REINFORCEMENT DETAILS
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF T ANDSNALLNMEREPRODUQDINVAWORPARr
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT P&t nowNsrtwomor�i NGHUG-.ORO m
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE eAAAnxGs7oTNE DOLUAIENTAPE NarPEnrwmPOANo
ALIDA OUAO9mFKATGN.
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
Digitally signed by mu;,.Norero,P.E
INSTALLATION. 43/64"O.A.I.G.LAMINATED GLASS Reason:I Q�abp}o pt ant
Date:2 i xae8`J5: 500r
^ 3. 1XAND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF: d �i�
ANCHORED AS SPECIFIED HEREIN.REFERTO SHEETS FOR 1/8"ANNEALED GLASS ����Q'. %.......
FURTHER DETAILS OF BUCK INSTALLATION. 7/32"STEEL SPACER
' 0 ANNEALED GLASS 7
` 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 0.090"SAFLEX PVB INTERLAYER BY =* �
0.09 �F7f
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR EASTMAN CHEMICAL COMPANY
8 ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION 3/32"ANNEALED GLASS �� T T P•:'�05 z
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
ALICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITESPECFIC /� �'� •••.0•••••�.' ����
NONIHVHZAREASrNHFOR USE WITH THIS DOCUMENT IN
VHZAREAS,ONETIMEPRODUCiEXTERIOR / \\ INTERIOR
C$
x APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR ' l
AHJ.
I FLORIDA PA No 7377E
BIRDINO DROPS,No
JB8 0 DANIA BFAOI BLVD./JSE
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ON THIS PRODUCT IN AREAS REQUIRING IMPACT FBPE DDRT.OF AUTHOrEUnON N.2037E
STEELSPACER
RESISTANCE. FL#:
1/8"OR 3/32" MIN.GLASS F L 19 715
6. WINDOW FRAME MATERIAL,PVC u BRE 7/16"
SETTING BLOCK
7. IN ACCORDANCE WITH THE 6TH EDITION FBC,WOOD DOW 995 SEALANT DATE: 12.11.17
COMPONENTS SHALL HAVEBEEN PRESERVATIVE TREATED DWG.BY: CHK.BY:
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN LMS H F N
CHAPTER 23. GLAZING DETAIL 1
SCALE: NTS
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 NOTE:
GLASS CHARTS.SEE SHEET 5 FOR GLAZING DETAILS. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.a: SWD011
SAFETY GLAZING REQUIREMENTS OUTLINED IN
CURRENT FBC AND ASTM E 1300 GLASS LOAD SHEET:
RESISTANCE.
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g MIN. SUBSTRATE 1/4"MAX.SHIM SPACE SUBSTRATE MIN.EMBEDMENT SUBSTRATE Silver Line
EDGE DISTANCE BY OTHERS 3 BYOTHERS �1 BYOTHERS MAnd&50
INTERIOR SCREW IN THE INTERIOR
CHANNEL
MIN.
MIN. EDGE DISTANCE w
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INTERIOR Z L� �-- --0.13" REMARKS _LY
DATE
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INTERIOR.77" 0'9-" �--0.46"
o EXTERIOR 0.45 0.06" 0,87"
LOCK RAIL m
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INSTALLATION NOTES: ANCHORSCHEOULE _ ]
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN.EDGE 7S
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. DISTANCE
WOOD:MIN.SG=055 08 WOOD SCREW 1.S 0.75 ••
r
F 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PAN READ OT .� (, QA,�•��[/`�
PRODUCT INSTALLATION OFTHE MAXIMUM SIZE LISTED. NAILING FIN METAL:IS GAUGE Steel, 08 TEK SCREW 3THREADS MIN ��O�SS •"""
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OFt1/2INCH THE DEPICTED LOCATION& MIN.Fy=33KSI FENETMETANLBEYONo GEM �i�!l�ONAL.E1111�
SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE ��Wrr�bl�,r
.F NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. EtO PAR HEAD IN MEGA P8 No 7571E
EXTERIORCHANNEL 1.S 0.75 BUR9N0 DROPS,NC
398 E DANIA BEACX BLW. 338
ly WOOD:MIN.SO=055 DANIA
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM BEAQ4 R
FBPE CDTT.OF AUTHOW7ATION N.99578
010 FLATHEAD IN THE
STACKTO BE 3/8 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED INTERIOR CHANNEL 1.5• 0.75• FL JJ:
OF HIGH DENSITY PLASTIC OR BETTER. I F L 1971 C
010 PAN HEAD IN 3 THREADS MIN 7 ,J
S FOINIMUM EMBEDMENTAND EDGE AM,BRICK VEN ER,AND SIDING.DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, METAL:18 GAUGE StW, EXTERIOR CHANNEL PENETRATION BEYOND 0.60'AL DATE: 12.11.17
THROUGH FRAME MIN.Fy-33KSI
3 THREADS MIN
g 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR WO FLAT HEAD IN
CHANNEL PENETRATION BEYOND o.so• DWG.BY: CHK.BY:
. HAVE A CORROSION RESISTANT COATING. METAL LMS H FN
7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. CONCRETE:rD=3DOOPSI 311V ITW TAPCON 1.26, 1.75, SCALE: NTS
EAD
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. FLATHSW D011
DWG.N:
8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION MASONRY.,CMU per3116'1TW TAPCON 1.2W 176' SHEET:
INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM C90 MIN.2000 PSI FLAT HEAD
STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
9. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLATHEAD ANCHORS. OF 5