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FL# FL14911-R11 r�
Application Type Revision RECEIVED
Code Version 2017
Application Status Approved MAR 12 ^979
Comments ST. LUCIe County, Permitting .
Archived ❑
Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902
(732)435-1000
jonberrian@slbp.com
Authorized Signature Jon Berrian
jonberrian@slbp.com
Technical Representative Jon Berrian
Address/Phone/Email One Silverline Drive l
North Brunswick,NJ 08902
(732)435=1000
jonberrian@slbp.com
Quality Assurance Representative
Address/Phone/Email
0 Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
;I ❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Hermes F.Norero;P.E.
the Evaluation Report
Florida License PE-73778
LZ Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 08/03/2021
Validated By Locke Bowden P.E.
® Validation Checklist-Hardcopy Received
Certificate of Independence FL14911 R11 COI COI Silverline SS 2017-06-14.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W D MA/CSA/101/I.S.2/A440 2008
AAMA/W D MA/CSA/101/I.S.2/A440 2011
ASTM E1886 2005
ASTM E1996 2006
ASTM E1996 2009
ASTM E1996 2012
ASTM E330 2002
TAS 201 1994
TAS 202 1994 .
TAS 203 1994
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Florida Building Code Online Page 2 of 3
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/17/2018
Date Validated 10/14/2018
Date Pending FBC Approval 10/08/2018
Date Approved 10/18/2018
Summary of Products
FL# Model,Number or Name Description
14911.1 Vl Series/50 Series(2000) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14911 R11 II SWD017 SS 2018-10-11.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 Rll AE PER5140 SS 2017-10-20.0
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
requirements and limits of use.
14911.2 Vl Series/50 Series(2111) Single-Hung Window
Limits of Use Installation Instructions '
Approved for use in HVHZ:No FL14911 R11 II SWD018 SS 2018-10-11.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 R11 AE PER5141 SS 2017-10-20.pdf
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
requirements and limits of use.
14911.3 Vl Series/50 Series(2200/2300) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14911 Rll II SWD019 SS 2018-10-11.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 Rll AE PERS142 SS 2017-10-20.0f
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
requirements and limits of use.
14911.4 V3 Series/70 Series(2127) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 Rll II SWD049 SS 2018-10-11:1)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 Installation Instructions and Product Evaluation FL14911 Rll AE PER5485 SS 2018-02-14.pdf
Report for allowable design pressures,sizes,installation Created by'Independent Third Party:Yes
requirements and limits of use.
14911.5 V3 Series/70 Series(2127) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 Rll II SWD050 SS 2018-10-11.odf
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 R11 AE PER5486 SS 2018-04-19.pdf
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
requirements and limits of use.
14911.6 Vl Series/70 Series(2907/4907) - Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14911 R11 II SWD053 SS 2018-10-11.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
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Florida Building Code Online Page 3 of.3
Report for allowable requirements and limits design
of use.pressures,sizes,installation FL1491 R11 AE PER5884 SS.I Created by Independent Third Party:Yes 17, df
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cooyricht 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: -
® ® ® M ®
Grec7��t Ne
t Safe
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59D/`2fDrx21bt... 3/12/2020
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 Corp.
V1 Series / 70 Series Single-Hung Window (2127)
(Non-Impact) (HVHZ)
for
Florida Product Approval
FL## FL14911
sport No® 5485
Current Florida Building Code
Method: 1 — D (Engineering Evaluation)
Category: Windows
Sub—Category: Single Hung
Product: V1 Series/70 Series Single Hung Window
(2127)
Material: PVC
Product Dimensions: See Installation Instructions,SWD049
Prepared for:
Silver Line Building Products Corp.
One Silverline Dr.
!forth Brunswick, NJ 08902 ��`�ES F.
Prepared by: ��;:�,� • 'Ao
Hermes F. Norero, P.E. * 7 * -
Florida Professional Engineer#73778
Date:01/23/2018 T T Lij
Contents: '�� Fs•••'•••••'
�.
Evaluation Report Pages 1—3 "':r `S/ONA1- %%��
Digitally signed by Hermes F.Norero,P.E. HermeS"Pl' IMM, P.E.
Reason:I am approving this document Florida No.73778
Date:2018.02.14 14:46:24-05'00'
BUILDING DROPS FL#: FL14911
A Perfect Solution in Every Drop! Date: 01/23/2018
Certificate of Authorization:29578
Report No: 5485
Manufacturer: Silver Line Building Products Corp.
Product Category: Windows
Product Sub-Category: Single Hung
Compliance Method: State Product Approval Method (1)(d)�
Product Name: V1 Series/70 Series Single Hung Window(2127)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line
Building Products Corp. 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 SWD049,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 require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing SWD049 require further engineering
analysis by a licensed engineer or registered architect.
S. See Installation Instructions SWD049 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 3
BUILDING DROPS FL#: FL14911
A Perfect Solution in Every Drop! Date: 01/23/2018
Certificate of Authorization:29578 Report No: 5485
Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance
with the Current 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 202-94
• ASTM E330-02
• AAMA/WDMA/CSA 101/I.S.2/A440-08/11
Referenced Data:
1. Product Testing performed by Testing Evaluation Laboratories, Inc.
(FBC Organization# TST4317)
Report: Dated:
TEL01410311 12/15/2010
Signed and Sealed by: Lyndon F.Schmidt, FL P.E. No 43409,
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
Installation:
Refer to Installation Instructions (SWD049)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions(SWD049)for anchor spacing and more details of the installation
requirements.
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 3
INN,
Silver Line
SILVER LINE BUILDING PRODUCTS CORP. N`1ndirsen
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) NORTH BRIUNSWICK.DRIVE -
NJ 08902
PH:(8001234-4228
(NON-IMPACT) (HVHZ)
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GENERAL NOTES: W:3 — m m o
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE TABLE OF CONTENTS > w
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. DESIGN MISSILE w a a
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION F'
BEEN EVALUATED ACCORDING TO THE FOLLOWING: F a
• TAS 202-94 1 - GENERAL NOTES&GLAZING DETAIL
• ASTM E33D-02 52" 62.50" CIA +62.8/-65 PSF NON IMPAR REMARKS BY DATE
• AAMA/WDMA/CSA 101/I.S.2/A440-08/11 2 - ELEVATION&ANCHOR LAYOUTS
2. ADEQUACY OF THE EXISTING STRUCTURAL 52" 73" O/X +55/-60 PSF NON IMPAR 3 - VERTICAL SECTIONS
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING 4 - HORIZONTAL SECTIONS
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT S - REINFORCEMENT DETAILS
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE RNE euTADADON D uoEUR�azn NERen ARECENEac
ANO AMY NOT REHER ACNAL W NDDMONS FO R A SPEOFIC
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF snE.Dv —MON—WE INSTAUADON To oEvuTE
INSTALLATION. EENNGNEERoaneairtNi-RrsN-Au.�PRE➢ARESnESPEOFM
D MENrz FORWEVRINTN4 WLLM_
3. IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND Igitally signe �yti*"9pEF�Nomm,P.E.
6.
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE eason:1lfi. t(911d,ynent
STRUCTURE.BUCK DESIGN AND INSTALLATION ISTHE ate: /�
RESPONSIBILITY OFTHE ENGINEER ORARCHITECTOF 5/8"O.A.I.G.GLASS � .. iI�
RECORD FOR THE PROJECT OF INSTALLATION. `� \•E,.S••• os
4. THE INSTALLATION DETAILS DESCRIBED HEREIN AREi
N .7 7
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR \\
ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION \ � 'O S A OF Q'
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, EXTERIOR / INTERIOR ~
ALICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE si O.CA 0 iov �
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT INNON-HVHZAREAS.IN HVHZ AREAS,ONE TIME PRODUCT
AP ROVAL TOBE TA OBTAINED FR M M AMI DADE RER OR I\ ff
L
AHJ. STEELSPACER A A, ta7SJE�1Lr4b ai
F70WDA P.E.No 77778
MIN.GLASS lea e.SULDIN DROPS.D e�no/I av
5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON 1/8"OR 3/32" LJ BITE 7/16" OAA BEAW,R 77001
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. SETTING BLOCK FSPE CERT.OF AUTHOIa7A710N N.2e57a
6. WINDOW FRAME MATERIAL:PVC FL#:
F L14911
GLAZING DETAIL
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED DATE: 01.23.18
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CHAPTER 23. DWG.BY: CHK.BY:
HFN
GLASS CHARTS.RTS.SEE SHEET 1 FOR GLAZING DETAILS.
B. GLASS SHALL E REQUIREMENTS OF ASTM E 1300 NOTE: HR ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SCALE: NTS
SAFETY GLAZING REQUIREMENTS OUTLINED IN
CURRENT FBC AND ASTM E 1300 GLASS LOAD DWG.It: SW D049
RESISTANCE. SHEET:
OF 5
Silver Line
erAndei
ffl,
ONE SILVERUNE DRIVE
NORTH BRUNSWICK,W 08902
PH:800 2364228
MAX.O.A FRAME Z
WIDTH 52" Z
MAX.D.LO. w ZL 0 m e
p m ova
WIDTH 47.69"
A B 3"MAX. 6"MAX. 6.25"MAX. z 3 Z o 3 g z 6
F l7 mmsaa
g B FROM O.C. FROMI o^3 Z`<_u t
CORNERS�r CORNERS � w Z
DO
w tC
L
DO NOTE: -I=
ALL FASTENERS ABOVE > o
THE MEETING RAIL IN J a a
THE INTERIOR JAMB
HEIGHT.LO." On 6"MAX. On TRACK MUST BE FLATHEADS. nOn a
C D.C. REMARKS BY DATE
4
MAX.O.A FRAME 12.50"MAX.O.C.
HEIGHT 73"
1xEmsRAUAnononuu DEsauRTn NFAnxaRe eExEAic
AND MAY NOTMMCTAROAL WNDRIONS FORASPWFK
p FRO TNECOnOREMO-0sewsr 1-N.TD C
iROMDfLREQUI—TTCF HAUPREHERDN,ANO}OEO
MAX.D.L.O. 4 X^ W. nXn [NGDNONM—FORIOISEWONLLPRF➢0FMEryTEOt
HEIGHT 33.50" 3"MAX. 6.25"MAX.
FROM FROM
CORNERS CORNERS ```� tIFI77�0
• • N .7 7
ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT o s A of
SINGLE HUNG WINDOW �i 01, O IDP:
NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW
FLORIDA P.E.DOP 7]778
BDANIA BEACH
BS.INC
]Y8 E NIA BEACH,
BLVD.I SSB
DANIA AUTHORIZATION
IZ SOIXIi
FBPE CERT.OF AUTHOI82ADON Nw 29378
FL#:
FL14911 _
DATE: 01.23.18
DWG.BY: CHK.BY:
HR HFN
SCALE: NTS
DWGAt: SWD049
SHEET:
OF 5
Silver Line
MMddrMfi .
L
ON
ESIWERUNE DRV
p
NORTH
BRUNSWICK,N108902
PH:800 236-0228
rq
Z Q
e
Wo G oa
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SEE GAm -25
LAZING GLAZING o
SEE d t
DETAIL,SHEET 1 DETAIL,SHEET 1 3
w 37 2 J 3
7 A
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J = m
W S
6
F �
F- 6
REMARKS BY I DATE
x a�
W
x x
EXTERIOR INTERIOR EXTERIOR INTERIOR
THENSTAUATION DETAIS OESCNBED HEREIN ARE GENERIC
AND N-NOT REH.ECT R—ODADOIONS FOAASPEODC
Q Q
FRO MTHE ORAR HOTTS HALED FARE ,A IIGNSED
ENGINEER OR ARMERR SHALL PRF➢ARE SRE IWEaNC
OONNtENRFOR USE —E—I..
`` //
N .7 7 f
SEE GLAZING -0SEE GLAZING S A OF
A
DETAIL,SHEET 1 DETAIL,SHEET 1 �o" O
UW
A PY-NO 73778
393 E DANIA BEACH BLVD./118
DANIA BEACH,FL 33004
FBPE CERT.OF AUTHpd2AIION Nw 29M
p FL#:
FL14911
DATE: 01.23.18
DWG.BY: CHK.BY:
HR HFN
A VERTICAL SECTION VERTICAL SECTION SCALE: NTS
SLATS
DWG.#:
'3 NAIL FIN 3 THRU FRAME SHEET:
OF 5
Silver Line
brAndersc8
INTERIOR ONE SILVERUNE DRIVE
NORTH BRUNSWICK,W 08902
SECTION FOR SECTION FOR PH:(EDO)2364228
BLOCK&TACKLE SEE GLAZING SEE GLAZING /''CONSTANT FORCE
BALANCERS o\ DETAIL SHEET 1 DETAIL SHEET 1 /oma y BALANCERS z
Y00 ® C I
w C 0
a3 oQam
/ w O
�z N .Zs
0 -
EXTERIOR w l7 P
wi S Y DO
D.L.O. = c
w
• 6 a
MAX.FRAME WIDTH a
REMARKS BY DATE
HORIZONTAL SECTION
4 UPPERSASH
THEIxsTAwawH DETALS-01D HERExAREGENERIC
AND RUT Nm RE71Ea R—CONDmOM EOR A SPECVIC
m¢.rz sTE cox Dmoxs—CNETAUAncN-DEV ERIE
PRO.TREREODRR"` DETAIEOR"`"`-A OCENSED
ENGINEERORARCHIEECTSEUIL PREPARENESPEDHC
MExrsEORusHTHISO MEW.
SEE GLAZING SEE GLAZING ooN
DETAIL SHEET 1 INTERIOR DETAIL SHEET 1-N\
Ni 7 7 *�
S A OF
%.O_ O IOPr' 40
EXTERIOR 1;1 O
D.L.O. I 'im6�dl1_N 73778
7EIMGOA PX_No.7377!
BURDINC DROPS,BIC
300 E.DAM BEACH BLVD. 7]8
DAKIA E7AUI,7T.3300
RIPE CERT.OF AUDEORRADON Na 28578
MAX.FRAME WIDTH FL k:
FL14911
HORIZONTAL SECTION DATE: 01.23.18
4 LOWER SASH DWG.BY: CHK.BY:
HR I HFN
SCALE: NTS
DWG-#: SWD049
SHEET:
OF 5
�I
a
MIN. SUBSTRATE 1/4"MAX.
EDGE DISTANCE BY OTHERS SHIM SPACE SUBSTRATE MIN.EMBEDMENT SUBSTRATE Silver Line
3 BY OTHERS .�.I BY OTHERS Inilnders"en
INTERIOR o SCREW IN THE INTERIOR
CHANNEL
C MIN.
MIN. EDGE DISTANCE ONE SILVERUNE DRIVE
EMBEDMENT o z NORTH BRUNSWICK,M 08902
SCREW IN THE EXTERIOR
CHANNEL w PH:800 2344228
PERIMETER SEALANT ® 0 T 1/4"MAX o J z Cj
BY OTHERS SHIM SPACE PERIMETER SEALANT OZ R E
BY OTHERS 1/4"MAX. z
SHIM SPACE w N n
EXTERIOR MIN. z 3 C�z F Q m 3 9
EXTERIOR INTERIOR to`J o o C)m „s
EMBEDMENT EXTERIOR INTERIOR
A VERTICAL SECTION w z ~Z Z 1
HORIZONTAL SECTION C HORIZONTAL SECTION S 3 o st� s o
THROUGH FRAME(HEAD) 6 THROUGH FRAME(JAMB) 6 NAIL FIN(HEAD)
w C7 z t; m 3
M. 20 Z Z m
r-I= N-2 m
sUBSTRAr 1/4"MAX. REINFORCEMENT DETAILS w' W <0SHIM SPACE a
BY OTHERS � � a� I 0.34" F w
I F- a
F INTERIOR �0.83 0.87" r; REMARKS BY DATE
�-r—0.13"
r �L
FEX'rERIoR
EXTERIOR Z0.77" `-' 0.9xT 0.46"
tT � II0.06" 0.87"
w INTERIOR0.45"
I O LOCK ARAIL LUMINUM
P O ALUM ALUMINUM
RAIL O BOTTOMINU TRAIL&SASH
UE ixST OON DMU 0ESGu�Fa KUUN ME GFNFAIc
ALUMINUM SM.LF OOF—O—LSE NS
oMfORASVEOFlt
SM.LF cG UIREME CALLSER—HAnox AUMStO
FROMTx[ORARDI OFDE PRFHERDN,APEDWa
MIN.EDGE ENGINEEAORMOIRFCfGNALLPREPARESNEGPEariC
ooaiNExrs ran uSExmmn�u Goaw,rNr.
DISTANCE
D HORIZONTAL SECTION VERTICAL SECTION
6 NAIL FIN(JAMB) 6 MEETINGSTILE ��� •• ��j
INSTALLATION NOTES: � l��\.E••S �O is
ANCHOR SCHEDULE N .7 7
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. MIN.EDGE
TANCE
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DIS 'r "D
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE #8 WOOD SCREW S A OF
MAXIMUM SIZE LISTED. WOOD:MIN.SG=0.55 PAN HEAD 1.6" 0.75• (pp.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCEOFt1/2 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT NAILING FIN METAL:IB GAUGE Steel, 98TEKSCREW PENETRATONS MIN
BEYOND 0.50• '�'SS.
DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCESARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHORTO THE NEXT. MIN.Fy-33KSI METAL
H�dsl eaRFilb�dE
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM #10 PAN HEAD IN F ORDA P.F No 73"
EXTERIOR CHANNEL 1.5• 0.75' BURDINC DROPS INC
WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(5)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. ase p AAwBA�aCI,FL 3W a3e
WOOD:MIN.SG=0.55 FBPE CERT.OF AUTHOIB7AMON N.29578
S. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE #10 FLATHEAD IN THE 1.5• 0.75•
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET I FOR MORE INTERIOR CHANNEL FL#:
INFORMATION" F L 149 1 1
010 PAN HEAD IN 3 THREADS MIN
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND EXTERIOR CHANNEL PENETRATION LBEYOND 0.50• DATE: 01.23.18
SIDING. THROUGH FRAME METAL:IB GAUGESteel,
MIN.Fy•33KSI 3THREADS MIN
#IN FLAT HEAD IN PENETRATION BEYOND 0.50. DwcH BY: CHK.cHKI-IFN
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT INTERIOR CHANNELEL
COATING. METAL
CONCRETE:Pc-3000PSI 3116'ITWTAPCON ,l5• ,.7s• SCALE: NTS
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FLATHEAD SW D049
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. DWG.#:
�.NFM'. U per AS 3118'RWTAPCON • • SHEET:
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS C90 CMN.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 FLAT HEAD ANCHORS.
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