HomeMy WebLinkAboutPRODUCT APPROVAL WINDOW SINGLE HUNGFlorida Building Code Online _- I - - Page 1 of 1
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Code Version
2017
FL#
19715.4
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ALL
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Subcategory)
ALL
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ALL
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ALL
Quality Assurance Entity Contract Expired
ALL
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Approved for use in HVHZ
ALL
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Impact Resistant
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ALL
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ions .
" °
Tyoea, ..
Ma'nofaaeurer % ..a. s t... i,,
Vallldated BvF,
Status p;;
FL19715-R4
Revision
Silver Line Building Products Corp.
Locke Bowden P.E.
Approved
History
FL#: FL19715.4 I
(334) 300-1800
Model: Series 70 Model 2127 Single Hung
Description: Extruded Vinyl Single Hung Window
Category: Windows
Subcategory: Single Hung
-Approveo BY unrK. Approvais oy unrK snan oe reweweo ano rauneo py one rut, ano/or cne t.ommission o necessary.
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
1
The State of Florida Is an AA/EEO employer. Copyright 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 ofF 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 if
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 emBll address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click here_.
Product Approval Accepts:
Credit Card
Safi.
I
http://www.floridabuilding.org/pr/pr_appjst.aspx 5/21/2018
Florida Building Code Online,.
Page 1 of 3
BCIS Home Log In ; User Registration Hot Topics 1 Submit
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Product Approval Menu > Product
or Application Search > Application
List > Application Detail
FL #
FL19715-114
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
€
Product Manufacturer
Silver Line Building Products Corp.
Address/Phone/Email
One Silverline Drive
North Brunswick, NJ 08902
(651) 264-4178
Nicholas. Kopp@andersencorp.com
I
Authorized Signature
Nicholas Kopp
Nicholas. Kopp@andersencorp.com
�I
Technical Representative
Jon Bernan
Address/Phone/Email
One Silverline Drive
North Brunswick, NJ 08902
(732) 435-1000
jonberrian@slbp.com
Quality Assurance Representative
Address/Phone/Email
I
Category
Windows
Subcategory
Single Hung
Compliance Method
I
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
ED Evaluation Report -•Hardcopy Received
I
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 112/31/2019
Validated By Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL19715 R4 COI COI Silverline SS 2017-06-14.odf
I
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440
2011
AAMA/WDMA/CSA 101/I.S.2/A440
2008
ASTM E1886
2005
ASTM E1996
2012
ASTM E330
2002
TAS 201
1994
TAS 202
1994
TAS 203
II
I
1994
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?pai am=wGEVXQwtDgtvAD/o2bxmzkl... 5/21/2018
Florida Building Code Online Page 2 of 3
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
12/18/2017
12/18/2017
12/29/2017
02/13/2018
u..�ma,, Us
19715.1
Series 2900/4900 Single Hung
Extruded Vinyl Single Hung Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL19715 R4 II SWD002 SS 2017-12-15.1)df
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
FL19715 R4 AE PER5375 SS 2017-12-15.odf
Evaluation Report for design pressure tables and limitations
Created by Independent Third Party: Yes
of use.
Serles 2400/¢900 Single Bung; Extruded Vinyl Single Hung Window
Limits of Use:,; Tnsfalletion Instructions
Approved for use m HVHZ Yes 3 FL19715 R4 II 'SWD012=SS 2017-12 15 Ddf
Approved,for use outside HVHZ Yes' p ti Verified By Her"mes F Norero"Florida P E '" I jl_ 6
Impact Resistant Yes 4 o� Created by Intlependent Third Party
Design Pressure N/Aar' Evaluation Repprts
Other See Installations Instructions and "Product s x t L1 7�1'S �R4 AE> PER5376 SS 2017 12 15 odf
Evaluation Report for design pressure tables and hmltations'- Created by Independent Third Party Yes
of use , p... .... i''" to
19715.3
Series 70 Model 2127 Single
Hung
Extruded Vinyl Single Hung Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL19715 R4 II SWD010 SS 2017-12-18.Ddf
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
FL19715 R4 AE PER4805 SS 2017-12-18.odf
Evaluation Report for design pressure tables and limitations
Created by Independent Third Party: Yes
of use.
1,9715 4 Seres 70 ModeIFZ127 Single Hung", Extruded Vinyl SinglewHurig Window
Limits of Use' �} insfaligtion instructions"
,.:
Approved for use in HVHZ Yes d ss ` FL1�735 R4 II SWD01.1 SS 2017-12 i$.adf
Approved for use outside HVHZ Yes �� ` Verified, By �Herfnes F Norero Florida P E: 73778
y a . .P
Impact Resistant Yes iti, tl by Iridependenf'i'hird Party Yes ;:
Design Pressure N/A Evaluation Reports
Other See installations Instruct ionsFandkProduct `FLI971'S R4AE= PER480b SS 2017 12-18.odf
Evaluation Report for design pressure tables and'llmnations Created by Independent Third Party Yes
I
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 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 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 if
they have one. The emails 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 If you are a licensee under
Chapter 455, F.S., please click here_.
Product Approval Accepts:
http://www.floridabuilding.org/pr/pr app_dtl.aspx?p'aram=wGEVXQwtDgtvA%2bxmzkl... 5/21/2018
SILVER LINE BUILDING PRODUCTS
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127)
(IMPACT RATED)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE 6TH EDITION
FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94
• TAS 202-94
MAX OVERALL SIZE
CONFIG.
DESIGN
MISSILE
WIDTH
HEIGHT
PRESSURE
IMPACTRATING
52"
73"
CIA
+55/-60 PSF
LMI/SMI
• TAS 203-94
• ASTM E330-02
• ASTM E3886-05
• ASTM E1996-06/09/12
• AAMA/WDMA/CSA 101/I.5.2/A440-08
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
_ _LOADSSOTHE.FOUNDATION ISTHE RESPONSIBIUTY OF -THE--- — -- -- — -
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 5 FOR
FURTHER DETAILS OF BUCK INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT
APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR
AHJ.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. WINDOW FRAME MATERIAL: PVC
7. IN ACCORDANCE WITH THE 6TH EDITION FBC, WOOD
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CHAPTER 23.
B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300
GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS.
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES & GLAZING DETAIL
2
-
ELEVATION & ANCHOR LAYOUTS
3
-
VERTICAL SECTIONS
4
-
HORIZONTAL SECTIONS
5
HORIZONTAL& VERTICAL SECTIONS, INSTALLATION NOTES&
REINFORCEMENT DETAILS
EXTERIOR
43/64" O.A. I.G. LAMINATED GLASS
CONSISTING OF:
1/8" ANNEALED GLASS
7/32"STEEL SPACER
0 ANNEALED GLASS
0.09
0.090" SAFL[:X PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY
3/32" ANNEALED GLASS
INTERIOR
STEELSPACER V
� MIN. GLASS
1/8" OR 3/32" u BITE 7/16"
SETTWG BLOCK
DOW 995 SEALANT
GLAZING DETAIL 1
NOTE:
ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH
SAFETY GLAZING REQUIREMENTS OUTLINED IN
CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
Silver Line
MAnllersen
tb
ONESILVERUNE DRIVE
NORTH BRUNMCIL NJ 08902
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FL#:
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DATE: 12.11.17
DWG. BY: CHK. BY:
SCALE: NTS
DWG.N: SWD011
-
D
MAX. O.A FRAME
WIDTH 52"
MAX. D.L.O.
WIDTH 47.69"
A B
3 3
MAX. D.L.O.
HEIGHT33.50" C
4
MAX. O.A FRAME
HEIGHT 73"
- — -- - — - --MAX. D.L.O.
- — "K" -- —
HEIGHT 33.50"
ELEVATION
SINGLE HUNG WINDOW
3" MAX. 6" MAX. 6.25" MAX.
FROM O.C. FROM F�
CORNERSCORNERS I
NOTE:
ALLFASTENERS ABOVE
THE MEETING RAIL IN
THE INTERIOR JAMB
6" MAX. TRACK MUST BE FLAT HEAD
O.C.
I
12.50" MAX.
O.C.
3" MAX. 6.25" MAX.
FROM FROM
CORNERSCORNERS L
T
I T
ANCHOR LAYOUT
NAIL FIN -SINGLE HUNG WINDOW
ANCHOR LAYOUT
THROUGH FRAME -SINGLE HUNG WINDOW
Silver Line
MAndEF.w i
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ONE SILVERUNE DRNE
NORTH BRUNSWICK, NJ D8902
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FL #:
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DATE: 12.11.17
DWG. BY: CHK. BY:
LMS I HFN
SCALE: NTS
DWG.#: SWD011
SHEET:
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H-
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EXTERIOR
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1ETAIL, SHEET 1
SEE GLAZING
DETAIL, SHEET 1
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DETAIL, SHEET 1
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SEE GLAZING
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ONE SILVERUNE DRIVE
NORTH BRUMMM NJ 08902
PH: 800 23"228
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FL #:
FL19715
DATE: 12.11.17
DWG. BY: K. BY:
LMS I HFN
SCALE: NTS
DWG.#: SWD011
3 VERTICAL SECTION g VERTICAL SECTION SHEET:
SECTION FOR INTERIOR SECTION FOR
BLOCK &TACKLE SEE GLAZING SEE GLAZING CONSTANT FORCE
BALANCERS o\ DETAILSHEET 1 DETAIL SHEET 1 /o� BALANCERS
EXTERIOR
r
D.L.O.
MAX. FRAME WIDTH
HORIZONTAL SECTION
4
FIXED JAMB
SEE GLAZING
__--
___------------ -----
---- -SEE GLAZING
— - ---- - ---- - ---- -- DETAIL SHE
INTERIOR
DETAILSHEETI
EXTERIOR
D.L.O.
MAX. FRAME WIDTH
HORIZONTAL SECTION
• 4 FIXED JAMB
Silver Line
brAndUr-30
[B"
ONE SILVERUNEDRIVE
NORTH BRUNSVACK, NJ 08902
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FBPE aMT. OF AUTHORIZATION W. 2D670
FL #:
FL19715
DATE: 12.11.17
SCALE: NTS
DwG.u: SWD011
SHEET: /[���
MIN. SUBSTRATE 1/4" MAX. .��.I�
EDGE DISTANCE �BY OTHERS SHIM SPACE (3) I pT
INTERIOR i N i
MIN.
EMBEDMENT
I-aj
PERIMETER SEALANT m 1/4" MAX.
BY OTHERS SHIM SPACE PERIMETER SEAL
BY OTE
EXTERIOR INTERIOR EXTERIOR
(A) VERTICAL SECTION
6 THROUGH FRAME (HEAD)
1/4" MAX.
SUBSTRATIM
SPACE
BY OTHERS
INTERIOR
w
e
wo
EXTERIOR
m
w
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EXTERIOR
- - - - - - - - - - MIN. EDGE
DISTANCE
Op HORIZONTAL SECTION
NAIL FIN (JAMB)
_SUBSTRATE
BY OTHERS
SCREW IN THE INTERIOR
'CHANNEL
MIN.
EDGE DISTANCE
_ SCREW IN THE EXTERIOR
CHANNEL
MIN.
EMBEDMENT
g . HORIZONTAL SECTION
6 THROUGH FRAME (JAMB)
6 VERTICAL SECTION
MEETING STILE
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR
PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 INCH THE DEPICTED LOCATION &
SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE
NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM
STACKTO BE 3/81NCH. SHIM WHERE SPACE OF I/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER.
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO,
FOAM, BRICK VENEER, AND SIDING.
6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR
HAVE A CORROSION RESISTANT COATING.
7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION
INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
STRENGTH SPECIFIED BYTHE ANCHOR MANUFACTURER.
9. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK, USE FLAT HEAD ANCHORS.
MIN. EMBEDMENT SUBSTRATE
-� �-- �BYOTHERS
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SHIM SPACE
EXTERIOR
INTERIOR
6
HORIZONTAL SECTION
NAIL FIN (HEAD)
REINFORCEMENT DETAILS
D 83" � � 0.87" l � 0.34"
�� 0.13"
INTERIOR T Il 0.06" 0.87'
i 0.45"
OLOCK RAIL ALUMINUM O ALUMINUM LOCK ING RAIL O ALUMO UM RAIL &SASH
ANCHORSCHEDULE
METHOD
SUBSTRATE
ANCHOR SCHEDULE
MIN EMBEDMENT
MIN. EDGE
DISTANCE
WOOD: MIN. SG=0.55
#B WOOD SCREW
7.6'
0.75'
PAN HEAD
NAILING FIN
UGE33K SIeaI,
METAL:MIN.
#87EK SCRc1N
3 THREADS MIN
Fy=
MIN. Fy=33K51
PENETRATION BEYOND
OSO'
METAL
#10 PAN HEAD IN
1.5'
0.75'
EXTERIOR CHANNEL
WOOD: MIN. SG =055
F,10FLpATHEADINTHE1
5'0.75'
RCHANNEL
010 PAN HEAD IN
3 THREADS MIN
EXTERIOR CHANNEL
PENETRATION BEYOND
0.50'
METAL: IB GAUGE Sleel,
METAL
THROUGH FRAME
MIN. Fy=33KSI
# FLAT HEAD IN THE
3 THREADS MIN
IN
INTERIOR CHANNEL
PENETRATION BEYOND
0.50'
METAL
CONCRETE rc=3000PS1
311VrTWTAPCON
1.25'
1.75'
FLAT HEAD
MASONRY: CMU per AST
3116• rTW TAPCON
125'
1.75'
C90 MIN.2000 PSI
FLAT HEAD
Silver Line
MAndersen
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, NJ 08902
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mIam P.E No 7377#
BIRDNO DROPS, OTC
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FL #:
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DATE: 12.11.17
SCALE�SCALE: NTSS
DWG.#: SWnn1 1
I
BUILDING DROPS 398 East Dania Beach Blvd.
Suite 338
A Perfect Solution in Every Dropl Dania Beach, FL 33004
Certificate of Authorization: 29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Product Evalluation 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, SWO011
Prepared'for:
Silver Line Building Products
One Silverline Dr.
(North Brunswick, NJ 08902
Prepared by:
Hermes F. INorero, P.E.
Florida Professional Engineer # 73778
Date:12/15%2017
Contents:
Evaluation Report Pages 1-4
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2017.12.18 18:31:30-05'00'
: -; • �
7
='D TT ram=
S/ONAI-
Hermes����kil��o� P.E.
Florida No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Manufacturer:
Product Category:
Product Sub -Category:
Silver Line Building Produi cts
Windows
Single Hung
Compliance Method: State Product Approval Method (1)(d)
Product Name: Series 70 Single Hung Window
FL#: FL19715
Date: 12/15/2017
Report No: 4806
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 an'd 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. i
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 SWD01f for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
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BUILDING DROPS I. FL#: FL19715
I 6A\\ A Perfect Solution in Every Drop! I Date: 12/15/2017
Certificate of Authorization:29578 Report No: 4806
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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 10111/I.S.2/A440-08
Referenced Data:
1. Product Testing pdIrformed by National Certified Testing Laboratories, Inc.
(FBC Organization # TST1589)
Report: Dated:
NCTL 110-16327-11 08/13/2013
NCTL 110-16327-2 11/05/2013
NCTL 110-16327-3 08/13/2013
2. Quality Assurance i
Window and Door Manufacturers Association
(FBC Organization #: QUA2515)
3. PVC profiles meet requirements of WDMA/Hal[Mark WD-61 in accordance
with AAMA 303
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Hermes F. Norero, P.E.
I
Florida No. 73778
Page 3 of 4
I
BUILDING DROPS FL#: FL19715
A Perfect Solution in Every Drop! Date: 1
017 Report No:o: 48 4806
Certificate of Authorization: 29578
/n/4A\\
Installation: 1. Approved anchor types and substrates areas follows:
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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 elmbedment of 1.50" into wood framing.
B. For steel stud substrate (Min I18 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. fc = 3000 Ipsi) 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 alnchors of sufficient length to achieve minimum
embedment of 1.25" into concrete or masonry.
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C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where
wood bucking is NOT employe ld, 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.
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D. For steel stud substrate (Min 118 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type
steel stud anchors of sufficientll length to achieve minimum 3 threads penetration beyond
steel structure.
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Refer to Installation Instructions (SWD011)I;for anchor spacing and more details of the installation
requirements. I
Design Pressure:
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Refer to Installation Instructions (SWD011)ifor anchor spacing and more details of the installation
requirements.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4