HomeMy WebLinkAboutProduct Approval (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 RECEIVED
Of DEC 0 4 2019
Silver Line Building Products ST, Lucie County, Permitting
Series 70— Extruded Vinyl lSingle Hung-Window
(Impact Rated)
129
for
FILL'. LROPY
Florida Product Approval
FL# EL171
Report No. 48
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 06902 StF 0���'''
Prepared by: �,Q` '''• •F.p '';
Hermes F. Norero, P.E. . o
7
Florida Professional Engineer#73778
Date: 12/15/2017411 Z.
Contents: ��� F` ''•••....•••.•'��Z`�.
Evaluation Report Pages 1-4 �iSS/ONM-
Digitally signed by Hermes F.Norero,P.E. Hermes o Md0,%P.E.
Reason:I am approving this document Florida No. 73778
Date:2017.12.18 18:31:30-05'00'
i
/QA\\ BUILDING DROPS FL#: FL19715
A Perfect Solution in Every Drop! Date: 12/15/2017
Certificate of Authorization:29578
Report No: 4806
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.
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: 12/15/2017
z., 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: 12/15/2017
Report 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 =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 bJAi '
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) ONE SILVERUNEDRNE
NORTH BRUNSWIM W 08907
(IMPACT RA TED) FH: 734-0278
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1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MAX OVERALLS17E TABLE OF CONTENTS N=
MANUFACTURED TO COMPLY WITH THE 6DESIGN 6TH EDITION CONFIG. MISSILE 5 o
01
WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION w
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS m
BEEN EVALUATED ACCORDING TO THE FOLLOWING: L w
• TAS 201-94 52" 73" O/X +55/-60 PSF LMI/SMI 1 - GENERAL NOTES&GLAZING DETAIL I
• TAS 202-94 2 I'_
• TAS 203-94 - - ELEVATION&ANCHOR LAYOUTS
• ASTM E330-02 3 - VERTICAL SECTIONS REMARKS BY DATE
• ASTM E1886-05 6TH Fac EDMON LM 06/14/17
• ASTM E1996.06/09/12 4 - HORIZONTAL SECTIONS
• AAMA/WDMA/CSA 101/1.5.2/A440-08 5 HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
REINFORCEMENT DETAILS
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING _ o
ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF ANDSILLLLNOf BEREPRDOD®IN WHdF DRPAAf
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT YAt rons�,aoom�o H`CHU MNnN%ORRMa�
LOADSTOTHE FOUNDATION ISTHE RESPONSIBWTYOFTHE - "h NGSTCTuioruaN¢R�r"NMPM7MDMD
-ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF '
INSTALLATION. Digd on signed by q s.F.Noreroobppme,t
43/64"O.A.I.G.LAMINATED GLASS Reason:I Q3lbp�o m-gRM1,ttpfy�ment
CONSISTING OF: Date:2 i22�855:��57,�
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ♦ N` R i
ANCHORED AS SPECIFIED HEREIN.REFER TO SHEETS FOR 1/8"ANNEALED GLASS `♦♦�Q' :�`���
FURTHER DETAILS OF BUCK INSTALLATION. - 7/32"STEEL SPACER O
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 0.090 ANNEALED GLASS '] _ _
0.090"SAFLEX PVB INTERLAYER BY
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR EASTMAN CHEMICAL COMPANY
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION3/32"ANNEALED GLASS S 13 /
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, , O •• ( OP;' [(/1
F A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE ��'C ••.•„ ...•SPEC ♦♦
S FOR USE WITH THIS DOCUMENT IN
NONIFIC HVHZ AREAS.NHN
VHZ AREAS,ONE TIME PRODUCTEXTERIOR // \\ INTERIOR i��''/,5'�ONAL�?G♦♦♦♦
AHPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR ' }I WjI�eA.1 PE
FLOMOA PM No 737m
IBLn DNO CROP&INC
9 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED HBe a DANu eFAot e3 ITB
ON THIS PRODUCT IN AREAS REQUIRING IMPACT DANu eEAa.n
STEEL SPACER FBPE CERT.OF AUMOM7ATMN Nn 29M
RESISTANCE. FL B:
1/8"OR 3/32" MIN.GLASS F L19715
" 6. WINDOW FRAME MATERIAL:PVC - u BITE 7/16"
SETTING BLOCK
7. IN ACCORDANCE WITH THE 6TH EDITION FBC,WOOD DOW 995 SEALANT DATE: 12,11.17
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED - DWG.BY: CHK.BY:
CHAPTEROR SHALL BE 23.OFADURABLE SPEC IESASDEFINED IN GLAZING DETAIL LMS HFN
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 NOTE: SCALE: NTS
GLASS CHARTS.SEE SHEET 5 FOR GLAZING DETAILS. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.tI: SWD011
SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET:
CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
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HEIGHT33.500" C 0 D.C. REMARKS BY DATE
4 STH F8C EDOION LM 06/16/17
12.50"MAX.
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ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT �0%/
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DATE: 12.11.17
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SCALE: NTS
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DATE: 12.11.17
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A VERTICAL SECTION g VERTICAL SECTION SHEET:
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DETAIL SHEET 1 INTERIOR DETAIL SHEET 1
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4 FIXED JAMB DATE: 12.11.17
DWG.BY: CHK.BY:
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SCALE: NTS
DWG.#: SWD011
SHEET:
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MIN. SUBSTRATE 1/4"MAX.
SHIM SPACE SUBSTRATE MIN.EMBEDMENT SUBSTRATE Silver Line
�{ EDGE DISTANCE BY OTHERS INTERIOR 3 BY OTHERS
BY OTHERS MAn Je`r3en
SCREW IN THE INTERIOR
o CHANNEL
MIN.
MIN. EDGE DISTANCE w w
EMBEDMENT u ONE eILVERUNE DRIVE
SCREW IN THE EXTERIOR ,�R,Z NORTH BRUNSWIMNJ08902
/m?zCHANNEL 2 N PX:8m 23d-0718
PERIMETER SEALANT 1/4"MAX
BY OTHERS SHIM SPACE PERIMETER SEALANT -)` o z
BY OTHERS 1/4"MAX. z^N Fi-a� I
EXTERIOR MIN. SHIM SPACE N V J�t O Q. e
EXTERIOR INTERIOR EXTERIOR INTERIOR �+ o 11 2
EMBEDMENT m 3 s Z 0,56A.2
A VERTICAL SECTION wO ~Zw ���xa
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6 THROUGH FRAME(HEAD) 6 THROUGH FRAME(JAMB) 6 NAIL FIN(HEAD) (Da a o m
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1/4"MAX. REINFORCEMENT DETAILS >
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SUBSTRATM SPACE �—�{ 0 34" 'LLT 6 \
BY OTHERS
0.83" 0 87" Is,
INTERIOR 2 -i - �7�� 0.13" REMARKS BY DATE
Z o - INTERIOR 7T Ll� 0'9-11 I } _I 0.46„ STH FOC EDITION LM 06/I4/17
0.06" 0.167"
w 7EXTERIOR 0.45"
m
w r 1 O LOCK RAIL ALUMINUM O� ALUMINUM LOCK ING RAIL O BOTTOM RAIL&SASH
z 1
EXTERIOR ATEMTY HS,AOD ON HIGI—IATNG,OROTNTR
MRrtGncsro Txt,00a1MEMARE nOTPOV.DREOAxD
ixvuiGATEauR unox
MIN.EDGE
DISNCE
HORIZONTAL SECTION VERTICAL SECTION A`,iJLILLJ„J,
6 NAIL FIN(JAMB) 6 MEETING STILE
Z: 011
INSTALLATION NOTES: ANCHOR SCHEDULE _ _ _
¢ METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN.EDGE
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED A7 EACH ANCHOR LOCATION SHOWN. _ DISTANCE T/ZT j
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR WOOD:MIN.SG-0.55 #8 PAN t.s 0.7s
PRODUCT INSTALLATION OFTHE MAXIMUM SIZE LISTED. NAILING FIN /T� "N.At-
METAL:,BGAUGE=33KSI Steel. IXB TEK SCREW THREADS MIN // tSsn •�G`��
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OFt1/2INCH THE DEPICTED LOCATION& MIN.Fy=33K51 PENETRMEONALBEYOND aso' /I'll
�ONAL-
SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES AREImel�44IIkNHA��E
#10 PAN HEAD INORR)A P.E.Na 7377e
i NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. EXTERIORCHANNEL I.S.• 0.75' M=IN DROPS.WC
Sce C DANIA eEAW RID. 339
WOOD:MIN.SG=0.55 A.
BEACH,FI
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM FBPE CERT.OF AUTHORQATION Na.2De7e
STACK TO BE 3/8 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED #10
OR CCHHANNNEELLE s 0.75- FL p:
OF HIGH DENSITY PLASTIC OR BETTER. 3 THREADS MIN r �J
010 PAN HEAD IN C L 1 9 7 1 C
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, EXTERIOR CHANNEL PENETRATION BEYOND 0.50•
FOAM,BRICK VENEER,AND SIDING. THROUGH FRAME METAIL IS GAUGE Steel, MET'u DATE: 12.11.17
MIN.Fy=33KS1 3 THREADS MIN
010TFLAT ERJORHEAD INTHE DWLMS CH fiFN
� 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL ORINTERIOR CHANNEL PENETRATION BEYOND as0•
HAVE A CORROSION RESISTANT COATING. METAL
7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. CONCRETE'e-300OPSI 16-T� 1.2s 7.7s SCALE: NTS .L
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. DWG.II:
SWD011
8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION MASONRY:CMU Pe,ASTM 3116'TTW TAPCON 12W 1.75* SHEET:
INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM CSO 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 FLAT HEAD ANCHORS. OF 5