HomeMy WebLinkAboutPRODUCT APPROVAL FLORIDA PRODUCT APPROVAL OR MIAMI-DADE NOTICE OF ACCEPTANCE SUBMITTAL AFFIDAVIT
Permit#: Property Address: 6, \?j
Opening Schedule: Swing Doors,Overhead Doors,Sliding Doors, Fixed Glass,Windows&Skylights
Attachment Method Building Design Product Design
Opening ID(#) Product Model# Manufacturer Glass Description type,size,spacing&embedment Pressure Pressure
1 Skk •910 Sslu4_2 l3> "'TS
Attachment Method Building Design Product Design
Opening ID(#) Model# Manufacturer type,size,spacing&embedment Pressure Pressure
MULLIONS
ROOF
SIDING
SOFFIT
HURR PANELS LESS THAN 6'SPAN
HURR PANELS 6'OR MORE
THIS SUPPLEMENTAL AFFIDAVIT WILL BECOME PART OF THE PERMIT. IT IS NOT IN LIEU OF PRODUCT APPROVALS AND/OR NOA SUBMITTAL.
8/4/2021; Florida Building Code Online
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Product Approval Menu>Product or Application Search>@gplication List>Application Detail i
9 69FL# FL14911-R12 REVIEWED FOR
Application Type Revision CODE COMPLIANCE
Code Version 2020
Application Status Approved STo g o ®CIE COT
® `Oee��/�j®y //�
Comments Public comment•SMI lass does not co mom 1I 1jjjvvv8 ttt(((20
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Archived O
Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902
(800)542-9118 Ext413596
luanne.harris@cornerstone-bb.com
Authorized Signature Luanne Harris
luanne.harris@cornerstone-bb.com
Technical Representative Luanne Harris
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
(800)542-9118 Ext413596
luanne.harris@cornerstane-bb.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
O Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F.Norero,P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 07/23/2031
Validated By Locke Bowden P.E.
12 Validation Checklist-Hardcopy Received
Certificate of Independence FL14911 R12 COI COI Silverline SS 2017-06-14.1df
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440 2008
AAMA/WDMA/CSA/101/I.S.2/A440 2011
ASTM E1886 2012
ASTM E1996 2017
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
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8/4/2021, Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/25/2020
Date Validated 10/25/2020
Date Pending FBC Approval 11/01/2020
Date Approved 12/15/2020
Summary of Products
FL# Model,Number or Name Description
14911.1 V1 Series/50 Series(2000) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14911 R12 II SWD017 SS 2020-10-21.pdf
Approved for use outside HVHZ:Yes Verified By: Hennes 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 Installation Instructions and Product Evaluation FL14911 R12 AE PER7259 SS 2020-10-21.pdf
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
requirements and limits of use.
14911.2 V1 Series/50 Series(2111) Single-Hung Window
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL14911 R12 II SWD018 SS 2020-10-21.pdf
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 Installation Instructions and Product Evaluation FL14911 R12 AE PER7260 SS 2020-10-21.pdf
Report for allowable design pressures,sizes, installation Created by Independent Third Party:Yes
requirements and limits of use.
14911.3 V1 Series/50 Series(2200/2300) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14911 R12 II SWD019 SS 2020-10-21.odf
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 Installation Instructions and Product Evaluation FL14911 R12 AE PER7261 SS 2020-10-21.pd
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
requirements and limits of use.
14911.4 Vl Series/70 Series(2127) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R12 II SWD049 SS 2020-10-21.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. Florida RE.73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See Installation Instructions and Product Evaluation FL14911 R12 AE PER7262 SS 2020-10-21.pd
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
requirements and limits of use.
14911.5 VI Series/70 Series(2127) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R12 II SWD050 SS 2020-10-23.Rdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. Florida P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See Installation Instructions and Product Evaluation FL14911 R12 AE PER7263 SS 2020-10-21.pdf
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
requirements and limits of use.
14911.6 V1 Series/70 Series(2907/4907) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14911 R12 II SWD053 SS 2020-10-21.pdf
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
https://floridabuilding.org/prlpr app d.aspx?param=wGEVXQwtDquZRj59%2fDrx2lbtdSCx8gXOAG%2bvoMHV6Fk6yYoCazDVKQ%3d%3d 2/3
8/4/2021. Florida Building Code Online
Design Pressure: N/A Evaluation Reports
Other:See Installation Instructions and Product Evaluation FL14911 R12 AE PER7264 SS 2020-10-21.pd
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
requirements and limits of use.
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:8$0-487-1824
The State of Florida Is an AA/EEO employer.gARy1j9ht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mall.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 if they have one.The emails
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AMERICAN CRAFTSMAN WINDOWS
AMERICAN CRAFTSMAN WINDOWS ILVERLINEWIERLNEDRIVE
ONE SILVER LINE DRIVE
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BEEN EVALUATED ACCORDING TO THE FOLLOWING: I a
• TAS 202-94 52" 6250" O/X +628/-65 PSF NON IMPACT 1 - GENERAL NOTES&GLAZING DETAIL
. .
• ASTM E330-02 REMARKS BY DATE
• AAMA/WDMA/CSA 101/I.S.2/A440-08/11 2 - ELEVATION&ANCHOR LAYOUTS 7TH FBC EDITION NUS 10/14/20
2. ADEQUACY OF THE EXISTING STRUCTURAL 52" 73" O/X +55/-60 PSF NON IMPACT 3 - VERTICAL SECTIONS
CONCRETE/MASONRY,ZX FRAMING,AND METAL FRAMING 4 - HORIZONTAL SECTIONS
AS MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT S - INSTALLATION NOTES&REINFORCEMENT DETAILS
LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ,Nnrarnu— -.—1.N'"'nn"""
nNCNUY NOlnaKCTACnI WN-.ion-arc
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF srtc"srte eoxmnoNs nose iNnnuanoN To uvwa
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3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND igitally signed by Hermes F Norero
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE eason:Iamep this document
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE ale:2020.iQ 47!2PPg200'
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4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 0
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR \ N .7 7 's
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, EXTERIOR / INTERIOR s •fl $ A OF
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE i A •.
s SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN / I (pP, •l[/�
NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT I
3 APPROVALTO BE OBTAINED FROM MIAMI-DADE FIER OR \ ,i�SS•
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S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON 1/8"OR 3/32" MIN.GLASS 313 a DMA GE9H Ova sbBITE 7/16" DMA �-
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. SETTING BLOCK 1t�[OEM OFnox Ro 29M
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FL R:
ly 7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD GLAZING DETAIL FL14911
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED DATE: 01.23.18
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CHAPTER I3. DWG.BY: CHK
8. GLASS SHALL MEETTHE REQUIREMENTS OF ASTM E 1300 NOTE: H R I HFN
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CURRENT FBC AND ASTM E 1300 GLASS LOAD DWG.a: SW D!OF
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AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVER LINE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(888)741.0354
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MIN. SUBSTRATE 1/4"MAX.SHIM SPACE SUBSTRATE MIN.EMBEDMENT SUBSTRATE
EDGE DISTANCE BY OTHERS BY OTHERS �! AMERICAN CRAFTSMAN WINDOWS
INTERIOR I BV OTHERS SILVER LINE WINDOWS AND DOOR
SCREW IN THE INTERIOR
CHANNEL ONE SILVER LINE DRIVE
MIN. NORTH BRUNSWICK,NJ 08902
MIN. EDGE DISTANCE PH:(888)741-0354
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I�T� I .1F�-0.13" REMARKS BY DATE
F 0 7 I =1 , �( -j�4� 7TH FBC EDITION NUS 10/14/20
W 2 u y J 7�' _ T T �I �-
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W EXTERIOR t � 0.06" 0.87"
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EXTERIOR O LOCK RAIL TOP O ALUM ALUMINUM
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INSTALLATION NOTES:
` :�.�•E,.S•��'
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. ANCHOR SCHEDULE PoLAIN.EDGE N .7 7
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT �.'
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE =*
DISTANCE
=
MAXIMUM SIZE LISTED. WOOD:MIN.SG"0.55 PAN HEAD 0 WOOD SCREW ,b' 0,7fi• OF
NAILING FIN JTHREA05 MIN I K" O IOP:
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT METAL-18 GAUGE Stool. 68 TEK SCREW PENETRATION BEYOND O.Mr \ ��
DETAILS(I.E„WITHOUT CONSIDERATION OFTOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT, MIN.Fy•73K5I METAL
(i 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM 410 Pau HEAD IN N4�``
E WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. EXTERIOR CHANNEL 1�^ 0.75' Jsa-D A SLR stool 335
WOOD:LBN.SG^0.55 Fly DEBT.ff AI111Q✓QA710N N.2rM
5. FOR MASONRY OR CONCRETE OPENINGS,IX WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE 010 FLATHEAD IN THE ,� 0.77
RDISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE,SEE GENERAL NOTE#13 ON SHEET 1 FOR MORE INTEMORCHANNEL FL 11:
6 INFORMATION. S MIN F L 14911
R d10 PAN HEAD IN PENETRART ON AL DATE
BEYOND 0.50,
METAL 18 GAUGE Stool.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND EXTERIOR CHANNEL 01.23.18
a10 FLAT HEAD IN THE
SIDING. THROUGH FRAME MIN,Fy=77NSI
3THREADS MIN DWG.BY: CHK�:
4
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT INTERIOR CHANNEL METAL .,� HFN
PENETRATION BEYOND 0.50'
COATING.
B S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED CONCRETE:fF3000P61 3/1 FLAT HEAD TAPCON 125' 1.75• SCALE: NTS
p FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE 5HELL OF BLOCK. DWG-#: SW D049
3 F.-
:CMUporAS J/,6'ITWTAPCON �ZS 1.76' SHEET:
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS IN.2000 PSI FLATHEAD
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLATHEAD ANCHORS.
0F 5