HomeMy WebLinkAboutRevisions OFFICE USE ONLY:
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DATE FILED: � f � PERMIT# Aya� ` ��•j
REVISION FEE: - U RECEIPT# � `i,
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DMSION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982.5652
(772)462.1553
APPLICATION FOR BUILDING PERfJEN: I low
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
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DETAILED DESCRIPTION OF PROJECT
REVISIONS: L /
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CONTRACTOR INFORMATION:
STATE of FL REG./CERT ST.LUCI_E CO CERT.
BUSINESS NAME: L� r
QUALIFIERS NAME: 5 0 e
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): -7 Z- — FAX:
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS: ARN 4171
CITY: ' "' _ T._" tt ZIP:
PHONE(DAYTIME): ' z; �'� FAX: "'E
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SLCCC: 9/23/09
Revised 06/30/17 *: A JUL 2 201
Permitting Department
St. Lucie County, FL
ALL MANUFACTURES LABLES SHOWING
U FACTORS AND SHGC COMPLIANCE
WITH FBC ENERGY CODE MUST
THESE PLANS AND ALL PROPOSED WORK REMAIN ON ALL DOORS AND WINDOWS
ARE SUBJECT TO ANY CORRECTIONS UNTIL INSPECTIONS ARE APPROVED
REQUIRED BY-FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH!II=I:APPLICAPLIX CODIRG, FILE Cop
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Product Approval Menu>Product or Application Search>Application List>Application Detail
r FL# FL19715-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived [7
Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902
(651)264-4178
Nicholas.Kopp@andersencorp.com
Authorized Signature Nicholas Kopp
Nicholas.Kopp@andersencorp.com
Technical Representative Jon Berrian
Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902
(732)435-1000
jonberrian@slbp.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method. Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Hermes F.Norero,P.E.
the Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Locke Bowden P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL19715 R4 COI COI Silverline SS 2017-06-14 pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
AAMA/WDMA/ S{�Y 1 Iy :.. 4 �`"f' f r 08
�a.F: .c.
ASTM E1886 �� �' � � � � ,,. OS
ASTM E1996 F P, �" x 12
ASTM E330 t.
02
TAS 201 s
2 94
TAS 202 94
TAS 203 �` r 94
t
Equivalence of Product Standards "Ir 4w
Certified By
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzk 1... 7/25/2018
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/18/2017
Date Validated 12/18/2017
Date Pending FBC Approval 12/29/2017
Date Approved 02/13/2018
Summary of Products
FL# Model,Number or Name Description
19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLI 715 R4 II SWD002 SS 2017-12-15.pd
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installations Instructions and Product Evaluation FL19715 R4 AE PER5375 SS 2017-12-15.pdf
Report for design pressure tables and limitations of use. Created by Independent Third Party:Yes
19715.2 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL19715 R4 11 SWD012 SS 2017-12-15.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero Florida P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See Installations Instructions and Product Evaluation FL19715 R4 AE PER5376 SS 2017-12-15.pd
Report for design pressure tables and limitations of use. Created by Independent Third Party:Yes
19715.3 Series 10 Model 2127 Single Hung Extruded Vinyl Single Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL19715 R4 11 SWD010 SS 2017-12-18.pff
Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero Florida P.E.73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See Installations Instructions and Product Evaluation FL19715 R4 AE PER4805 SS 2017-12-18.pd
Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes
19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window
_HTMrS_10f Use Installation Instructions
Approved for use in HVHZ:Yes FL19715 R4 II SWD01 1 SS 2017-12-18.pd
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero Florida P.E.73778
Impact Resistant.Yes Created by Independent Third Party:Yes
Design Pressure. N/A Evaluation Reports
Other;See Installations Instructions and Product Evaluation FL19715 R4 AE PER4806 SS 2017-12-18.pd
Report for design pressure tables and limitations of use. Created by Independent Third Party:Yes
FZ-1 Nast
Contact us;:2601 Blair stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.CQpvrh3ht 2007-2013 State of Florida.;:Privacy Statement::Accessibility Statement;:Refund Statement
Under Florida law,email addresses am records.cords.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address it they have one.The
emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine It you are a licensee under Chapter 455,F.S.,please
click ham.
Product Approval Accepts:
M-M 99 M
Credit Card
http://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param--wGEVXQwtDqtvA0/02bxmzkl... 7/25/2018
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
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 F-
0
Prepared by:
0
Hermes F. Norera, P.E. 7
Florida Professional Engineer#73778
Date: 12/15/2017 -)3
Contents: 6Z
Evaluation Report Pages 1—4
NAU
Digitally signed by Hermes F Norero,P.E. HerrnesIlt.l 01
Reason:I am approving this document Florida No.73778
Date:2017.12.18 18:31:30-05'00'
'
'
BUILDING ��������N� ���� �������
����0N���NN���� ������0—��
Date: 12/15/2017
APerfect Solution lnEvery Drop! Report No: 4806
Certificate ofAuthorization:zn57o
�Q| � �uYi�� Products
Manufacturer: Silver Line u�
Product Category: Windows
Product Sub-Category: Single Hung
Compliance Method: State Product Approval Method (1)(d)
Product Name: Series 7DSingle 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 the State of Florida Product Approval, Florida Department
ofBusiness 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 bebeyond wall dressing orstucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter I6ofthe Current Florida Building Code and does not require animpact resistant
covering.
4. Site conditions that deviate from the details of drawing SWD011 require further engineering
analysis byalicensed engineer orregistered architect.
S. See Installation Instructions SvUDO11for size and design pressure limitations,
Hermes F. Nomno, P.E.
Florida No.73778
Page Zof4
FL#: FL19715
BUILDING DROPS
Date: 12/15/2017
A Perfect Solution in Every Drop! Report 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
0 TAS 202-94
0 TAS 203-94
0 ASTM E330-02
0 ASTM E1886-05
0 ASTM E1996-06/09/12
0 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 ������o��W� FL#: FL19715
����NN~��N&~��� ������N—��
Date: 12/15/2017
APerfect Solution fnEvery Drop! Report No: 48O6
Certificate ofAuthorization:z9s7u
Installation: l. Approved anchor types and substrates areas follows:
Nailing Fin Installation:
A. For two by(2X)wood frame substrate(yNin.5.G.=D.S5), use#8PMWood Screw OR 11
Gauge Roofing Nails OR10d Common Nails type wood frame anchors ofsufficient
length 10achieve minimum embedment of1.SO" into wood framing.
B. For steel stud substrate(Min lOGa, Fy=33ksi),use#@TEK9H orH#VH 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(N1in.S.G.=O.SS), use#10 PHWood 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
Tapcontype concrete screw anchors ofsufficient length toachieve minimum
embedment of1.25^ into concrete ormasonry.
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
ucrevvanch000fsufOcient}en@¢htoachieveminimunnemnbedrnentof1.2S"into
concrete or masonry.
D. For steel stud substrate(Min 1OGa, Fy=3Dksi), use#10TEK PHmrHWHScrew 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 toInstallation Instructions(SWD011)for anchor spacing and more details of the installation
requirements.
Hermes F. Nonero, P.E.
Florida No.7377Q
Page 4of4
����
Silver Line
SILVER LINE BUILDING PRODUCTS �ADw
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) No ON StL SWNE N0N108902
(IMPA C T RA TED) PN:(8001 2K 728
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GENERAL NOTES:
1. THE PRODUCE SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE TABLE OF CONTENTS N j j:m
MANUFACTURED TO COMPLY WITH THE 6TH EDITION CONFIG. DESIGN MISSILE
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION > w
BEEN EVALUATED ACCORDING TO THE FOLLOWING: a a
• TAS 201-94 52" 73" CIA +55/-60 PSF LMI/SMI 1 - GENERAL NOTES&GLAZING DETAIL F
• TAS 202-94
TAS 203-94 2 - ELEVATION&ANCHOR LAYOUTS ~
•
• ASTM E33D-02 3 - VERTICAL SECTIONS REMARKS BY DATE
• ASTM E1886-05 SIN FBC EDITION LM Ofi/14/17
• ASTM E1996-06/09/12 4 - HORIZONTAL SECTIONS
• AAMA/WDMA/CSA 101/I.S.2/A44D-08 _ HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
2. ADEQUACY OF THE EXISTING STRUCTURAL
5 REINFORCEMENT DETAILS
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF AND SNYLN0-BENE OPEMFO E X15M N•YR
WIIXOUT WREEN CONAMOi BUIgMG ONOPS,NC
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" 43/64"O.A.I.G.LAMINATED GLASS Reason:I Q1hpp)b0Ilq?AiAptlLment
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF: Date:; iiZ.�Fy,855: ®6 06'��'
3 ANCHORED AS SPECIFIED HEREIN.REFER TO SHEETS FOR 1/8"ANNEALED GLASS �� Q-
FURTHER DETAILS OF BUCK INSTALLATION.
7/32"STEEL SPACER 3/32"ANNEALED GLASS :0
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 090"SAFLEX PVB INTERLAYER BY 7
GENERIC AND MAY NOT REFLECI'ACTUAL CONDITIONS FOR 0.
ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION EASTMAN CHEMICAL COMPANY -O
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, 3/32"ANNEALED GLASS 'r 13 T T
F A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE i OT .••( pP,:=<U
SPECIFIC DOCUME TS FOR SE WITH THIS DOCUMENT
NON-HVALTOIAE.INHVHDAREAS,ONE IMEP ODRORN EXTERIOR \\ INTERIOR ',��ss/ONALE?G%:``
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a' RESISTANCE. STEELSPACER FL N.
6. WINDOW FRAME MATERIAL:PVC 1/8"OR 3/32" / MIN.GLASS F L19715
L._. BITE 7/16"
SETTING BLOCK
C 7. IN ACCORDANCE WITH THE 6TH EDITION FBC,WOOD DOW 995 SEALANT DATE: 12,11.17
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN DWG.BY: CHK.BY:
CHAPTER 23. GLAZING DETAIL 1 LMS I HFN
B. 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.a: SW D011
SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET:
CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE. �I
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B7AI,aDISCIN
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ONE SILVERUNE DRIVE
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INSTALLATION NOTES: ANCHOR SCHEDULE 7
c METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN.EDGE
'0 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. DISTANCE 'O T T O: •�
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2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR WOOD:MIN.SG=0.55 SPAN HEAD 1.6• 0.76' ��Q�'.•••� pp.;•'�w�
PRODUCT
3. NSTALL INSTALLATION OFTHE MAXIMUM
SIZE
NAILING FIN 3 THREADS MINATOLERANCEOFtl/21NCHTHEDEPICFEDLOCATION&
METAL:
MINIFy-333KSSleel NeTEKSCREW pENETRMTIONBEYOND 0.50• '����i�ss/ONALE�G���`,
ETAL
SPACI NG IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT CO NSI DERATION OF TOLERANCES).TOLERANCES ARE HIM PM
#10#10 PAN HEAD INE A P.E.Na 73M
i NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. EXTERIOR CHANNEL 1.51 0.76• BUIUNO DROP%IND
3Y5 E DANA BEAa eLW. 3W
.� WOOD:MIN.SO=0.55 OANLF BFACN, W.
N
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM PIPE�T•a AUTHORIZATIONHFL "' °
010 FLAT HEAD IN THE
STACK TO BE 3/8 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED INTERIOR CHANNEL 1.51 0.75• FL#:
OF HIGH DENSITY PLASTIC OR BETTER. N10 PAN HEAD IN 3 THREADS MIN 5
r C C
5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, EXTERIOR CHANNEL PENETRATION BEYOND 0.60•
FOAM,BRICK VENEER,AND SIDING. METAL;18 GAUGE ShW. METAL DATE; 12,11,17
THROUGHFRAME MIN.Fy-33KSI
10FLATHEADINTHE 3THREADSMIN DWG LI
BY: `HKYGJ HFN
6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR "INTERIORCHANNEL PENETRATION BEYOND 0.50• I.L
HAVE A CORROSION RESISTANT COATING. METAL
7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. CONCRETE;rc=3000PSI 3116•NW TAPCONFLAT MEAD 1 zfi• 176. SCALE: NTS
!F5
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. DWG.N: S W D0
8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION MASONRY:CMU per ASTM 3116•ITWTAPCON 125. 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 MANU FACTURER.
9. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS.
i