HomeMy WebLinkAboutProduct Approval 398 East Dania Beach Blvd.
1
BUILDING DROPS 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 Evaluation Report
Of
Silver Line Building Products Corp.
V1 Series/ 70 Series Single-Hung Window (2127)
(Impact) (HVHZ)
for
Florida Product Approval
Report NO. 5486
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Windows
Sub—Category: Single Hung
Product: VI Series/70 Series Single Hung Window
(2127)
Material: PVC
Product Dimensions: See Installation Instructions,SWDOSO
Prepared for:
Silver Line Building Products Corp.
One Silverline Dr.
North Brunswick, NJ 08902 ��``%
Prepared by: E
Hermes F. Norero, P.E. _* � N . 7 7
Florida Professional Engineer#73778 'o S A OF
Date:01/23/2018 ?3
-0�.K� O IDP ; 4
Contents: ��� �s •O��``�
Evaluation Report Pages 1—3
Digitally signed by Hermes F.Norero,P.E. Herme�s'Ft No0Ai<a\P E.
Reason:I am approving this document Florida No. 73778
Date:2018.04.19 00:55:47-04'00'
BUILDING DROPS FL#: FL14911
A` A Perfect Solution in Every Drop! Date: 01/23/2018
Certificate of Authorization:29578 Report NO: 5486
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 SWD050,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 SWD050 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWD050 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: 5486
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 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
Signed and Sealed by: Harold E. Rupp, FL PE No 15935,Sealed Date 02/06/18
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. Material Certification
Miami-Dade County Notice of Acceptance
Eastman Chemical Company(Previously Solutia)
Saflex(Vanceva Composites) PVB Interlayer
4. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance
with AAMA 303
Installation:
Refer to Installation Instructions(SWD050)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions (SWD050)for anchor spacing and more details of the installation
requirements.
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 3
Silver Line
SILVER LINE BUILDING PRODUCTS CORP.
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) Ho DNA
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GENERAL NOTES: '�V, _z J W
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAXOVERALLSIZETABLE OF CONTENTS FEz S;m
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FLORIDA BUILDING ODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACTRATING SHEET REVISION SHEET DESCRIPTION
BEEN EVALUATED ACCORDING TO THE FOLLOWING: I a
• TAS 201194 52" 73" O/X +55/-60PSF LMI/SMI 1 - GENERAL NOTES&GLAZING DETAIL z
• TAS 202-94 2 - ELEVATION&ANCHOR LAYOUTS o.
• TAS 203-94 REMARKS BY DATE
. ASTM E330.02 3 - VERTICAL SECTIONS
• ASTM E1886-05
' • ASTM E1996-06/09/12 4 HORIZONTALSECTIONS
• AAMA/WDMA/CSA 101/IS.2/A440-08 S - HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
2. ADEQUACY OF THE EXISTING STRUCTURAL REINFORCEMENT DETAILS
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING ramrnoxocrunomaswxwul.necaunic
AS A MAIN WINDt. FORCE RESISTING SYSTEM CAPABLE OF umraraxar■mEanc7wuo�x"maxs7oadsr[Cac_ sm.nmememmexcause"erw•nuvm�ure
y WITHSTANDING AND TRANSFERRING APPLIED PRODUCE rime+ra�m+nceaam ondomxcwx,•uax�
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t ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
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ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 2/8'ANNEALED GLASS '��� ,.•�•E�• • ,A�i�
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7/32"STEEL SPACER .• :"V 0
` RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3/32-ANNEALED GLASS N 7
RECORD FOR THE PROJECT OF INSTALLATION. 0.090"SAFLEX PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY •D 5 A OF jr
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE i
3/32"ANNEALED GLASS ?1
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR0
ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION i �� .p O ITO DP,••
I' A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITFROM THE REQUIREMENTS DETAILED E EXTERIOR / / \\ INTERIOR
�4�j�S O
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN w1a4El i/!7tl&LaE
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E ON THIS PRODUCT IN AREAS REQUIRING IMPACT- L MIN.
BITE 7/1 SS F L14911
RESISTANCE. 1/8"OR 3/32"
SETTING BLOCK
6. WINDOW FRAME MATERIAL:PVC DOW 995 SEALANT DATE: 01.23.18
DWGTHE CURRENT EDMON FOC,WOOD .BY: CHK.BY:
i 7 COMPONENTS SH. IN ACCORDANCE ALL HAVE BEEN PRESERVATIVE TREATED GLAZING DETAIL HR HFN
S OR SHALL BE OFA DURABLE SPECIES AS DEFINED IN SCALE: NTS
j CHAPTER 23. NOTE:
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.0: SWD050
SAFETY GLAZING REQUIREMENTS OUTLINED IN
GLASS CARTS.SEE SHEET 1 FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 1300 GLASS LOAD SHEET;
`•' RESISTANCE.
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= . {for-da Building Code Online Page 1 of 3
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Product Approval Menu>Product or Application Search>Apollcation List>Application Detail
f••= FL# FL14911-R11
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
(732)435-1000
jonberrian@slbp.com
Authorized Signature Jon Berrian
jonberrian@slbp.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
0 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 08/03/2021
Validated By Locke Bowden P.E.
iL Validation Checklist-Hardcopy Received
Certificate of Independence FL14911 R11 COI COI Stiverline SS 2017-06-14.odf
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 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 V1 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.r)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 R11 AE PER5140 SS 2017-10-20.odf
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 R11 II SWD018 SS 2018-10-11.adf
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.odf
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 Ft 14911 R11 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 R11 AE PER5142 SS 2017-10-20 odf
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
requirements and limits of use.
14911.4 V1 Series/70 Series(2127) Single-Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R11 II SWD049 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 PER5485 SS 2018-02-14.odF
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
requirements and limits of use.
14911.5 V1 Series Single-Hung Win ow
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R11 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 odf
Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes
quirements 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 R11 II SWD053 SS 2018-10-1i.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
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Florida Building Code Online Page 3 of 3
Report for allowable design pressures,sizes,installation FL14911 R11 AE PER5884 SS 201$-08-17.Ddf
requirements and limits of use. Created by Independent Third Party:Yes
Back NeM
Ca tan et Us::2601 Stair Stone Roped TaiWhasse¢FL,32349 phone:850-487-1824
The State of Florida is an AAJEED employer.CCmyriaht 2007"2019 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
emaiis 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
dick ¢re.
Product Approval Accepts:
WE®M M
Credit Card
Safe
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Silver Line
SILVER LINE BUILDING PRODUCTS CORP. byA' n—
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) ONE SiLVERUNE OWE
NORTH aRUNSW",W 00902
(IMPACT RA TED)(HVHZ) 9H:9�294-0228
o•.-25<
s�
WO Ze
GENERAL NOTES:
J W
rRz
1. THE PRODUCT SHOWN HEREIN G DESIGNED AND MAX OVERALLSIZE TABLE OF CONTENTS N> >Ha
DESIGN MISSILE = m
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. PRESSURE >
FLORIDA BUILDING CODE(FBC)INCLUDING HVHZ AND HAS WIDTH HEIGHT IMPACT RATING SHEET REVISION SHEET DESCRIPTION a
BEEN EVALUATED ACCORDING TO THE FOLLOWING: "' 2
• TAS 201-94 52" 73' O/X +55/-60 PSF LMI/SMI 1 GENERAL NOTES&GLAZING DETAIL !=
f a
• TAS 202-94 2 - ELEVATION&ANCHOR LAYOUTS
• TAS 203-94 REMARKS 8Y DATE
• ASTM E330-02 3 - VERTMALSECNONS
• ASTM E1886-05 4 - HORIZONTAL SECTIONS
• ASTM E1996.06/09/12
] • AAMIA/WDMA/CSA 101/I.S.2/A440-0BHORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
S
s: REINFORCEMENT DETAILS
¢. 2. ADEQUACY OF THE EXISTING STRUCTURAL
.g
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING nEuurALuoexoLrAusoesovewNENaxNacwwc AN9 rurNmeNiECTrnwtrcNonwxswe•vraNc
ASAMAIN WIND FORCE RESISTING SYSTEM CAPABLE OF RtE liSxrlOx01SI0N5WISE NaIAH41UNT04LVM1T
.f WITHSTANDING AND TRANSFERRING APPLIED PRODUCT ieiWx�Noonn01iaa`rtie°rv°vwtvu°:,�nEsnevwrK
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE HNN:u E EONuvwrtxnm
ENGINEER OR ARCHITECT OF RECORD FOR THE PROTECT OF DigBallT slUn �Y1FIdAAWS>'N'o�wro,P
INSTALLATION. 43/64"OA I.G.LAMINATED GLASS Reaaorr 8 s aosymCr
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF: Dat;; 'I ••• .38. �Y/��,
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 1/8"ANNEALED GLASS `�� `•E ���
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7/31'STEEL SPACER :•V O
c RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF 3/32-ANNEALED GLASS N .7 7
RECORD FOR THE PROJECT OF INSTALLATION. 0.090"SAFLEX PVR INTERLAYER BY
EASTMAN CHEMICAL COMPANY 'U S A OF t Q
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 3/32"ANNEALED GLASS [(/
d�
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR / i� O
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION 'e'
/
OLICENSED ELL ENGINEER ARCHITECT SHAPREPARE SITE 7 \� 0
ADEVIATE FROM REQUIREMENTS
EXTERIOR INTERIOR
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN / Hr>> fp Miami}ate
NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT r DULD CF OROM UR
390 E DANA BEACH OWO. Ms
APPROVAL TO BE OBTAINED FROM MIAMI-DACE RER OR I ON"BEACH FL
AHJ. ` E7sE CERT.OF AUTHOmtw N•.x990
STEEL SPACER
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED \ MIN.GLASS F` F L 14911
ON THIS PRODUCT IN AREAS REQUIRING IMPACT 1/8"OR 3/32" BITE 7/16"
n RESISTANCE.
SETTING BLOCK DOW 995 SEALANT DATE:
6. WINDOW FRAME MATERIAL:PVC 01.23.18
DWG.BY: CHK.BY-
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD GWINGDETAIL I HR HFN
COMPONENTS SHALL HAVE BEEN TR
s OR SHALL BE
OF DURABLE 5 ECIESESERVATIVE AS DEFINED INEATED
sNOTE: SCALE: NTS
CHAPTER 23.
ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DwG.11: SWD050
B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET:
1 GLASS CHARTS.SEESHEET 1 FOR GLAZING DETAILS. CURRENT FEC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
OF 5
Silver Line
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ONE SIWERUNE DRIVE
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FL#:
FL14911
DATE: 01.23.18
DWG.BY: CHK.BY:
HR HFN
SCALE: NTS
DWG.#: SWD050
SHEET:
OF 5
Silver Line
ONE SILVERLINE DRIVE
NORTH BRUNSWICK,W06901
PN:18OM2344M
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DATE: 01.23.18
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4 LOWER SASH DATE: 01.23,18
DWG.BY. CHK BY:
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DwG.p: SWD050
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 MAndBJYeii
SCREW IN THE INTERIOR
CHANNEL
MIN.
MIN. EDGE DISTANCE
EMBEDMENT LI` ONESIVEMINE DRIVE
SCREW IN THE EXTERIOR W Z NORTH BHUNSWIM NI 09303
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INSTALLATION NOTES: O i
ANCHOR SCHEDULE N .7 7
s 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, D ue ANCNDRscXEDLAE MIN EMBEDMENT MMIN
* ? *-
9 5 A OF '
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE N8 WOOD SCREW ' Q:
MAXIMUM SIZE LISTED. WOOD:MIN.SO-055 PAN HEAD 15' - O
NAI—FIN METAL:IB GAUGE S-1, R8 TEX SCREW 3THREAD
3 DETAILS IINSTALL LE.,VIDUAL WITHOUT CONSSIIDRATIONTION NORS WITHIN A OFT TOLERANCES).TOLERAE OF il/2 INCH THE NCES CES ARE NOT CUMULATIVEFROM ONE INSTALLATIOLOCATION&SPACING NN THE ANCHOR ANCHOR TO THE NEM. MIN.F�33K31 PENETMETA ,i7'P" O
!rLmE 1:10Nl 73 78
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACKTO BE 3/8 INCH.SHIM
#10
ER1oR C";FNNWFL is x75" �"„„;0 I;,
WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 39R E DA7LA 101fJt Liw. STO
WOOD:M07.Sam 055 E. IIEAOL FL LV!
010 FLAT READ IN THE i1TE CFRL 6 AU71WdlA7N11 N'x157[
S. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE INTERIOR CHANNEL 15' 0.75' FL q:
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE 173 ON SHEET 1 FOR MORE F L 14911
INFORMATION. 010 PAN HEAD IN 3THREADS MIN
EXTEBWROHANNEL 50•
PENETRATION BEYOND oDATE: 01.23.18
I 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, BRICK VENEER,AND METAL: aquae smoL
Ue METAL
y SIDING. THROUGH FRAME NEN.Fy"33KSI
010 FLAT HEAD IN THE 9THRTJIDS MIN INTERIOR CHANNEL PENETRATION BEYOND 0.50•
DWG.YY: CHK.BY:
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESLSTANT METAL
s COATING. ME,IW
rl1PCAN SCALE: NTS
CONCRETE:yv3000PSI FLAT HEAD 125' 136'
v 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED DWG.q: SW D050
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
NRY:OMUPmA3 3116-MYTAPCON 793• 1.75• SHEET:
9. INSTALLATION NCH ORS 5HALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS CBD AUN.200DPs1 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 IAMB TRACK,USE FLAT HEAD ANCHORS. OF 5