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;.: Product Approval
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Product Anoroval Menu>Product or Application Search>Application List>Application Detail
x RECEIVED
FL# FL17767 114
Application Type Editorial Change SEP eD �, 5�
Code Version 2017
Application Status Approved
ST. Lucie County, Permitting
Comments
Archived D
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 ]on 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 Fixed
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report-Hardcopy Received
0
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 12/31/2020
Uj Validated By Locke Bowden P.E.
CZ Validation Checklist-Hardcopy Received
Certificate of Independence FL17767 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
ASTM E1886 2005
ASTM E1996 2012
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8HoQB... 9/1/2019
Florida Building Code Online Page-2 of 2
Product Approval Method Method 1 Option D
Date Submitted 09/12/2018
Date Validated 10/12/2018
Date Pending FBC Approval 10/22/2018
Date Approved 12/11/2018
Summary of Products
FL# Model,Number or Name Description
17767.1 V1 Series/70 Series(2130) Picture&Fixed Specialty Window(Impact)(HVHZ)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17767 R4 II SWD042 SS 2017-10-20.0
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.FL PE#73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+55/-55 Evaluation Reports
Other:See Installation Instructions,SWD042,and FL17767 R4 AE PER5226 SS 2017-10-20.0f
Evaluation Report,PER 5226,for full installation requirements Created by Independent Third Party:Yes
and limits of use.
17767.2 V3 Series/70 Series(70) Picture&Fixed Specialty Window(Impact)(HVHZ)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17767 R4 II SWD043 SS 2017-10-20.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:+50/-50 Evaluation Reports
Other:See Installation Instructions,SWD043,and FL17767 R4 AE PER5227 SS 2017-10-20.Ddf
Evaluation Report,PER 5227,for full Installation requirements Created by Independent Third Party:Yes
and limits of use.
17767.3 V3 Series/70 Series(70) Picture&Fixed Specialty Window(Non-Impact)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17767 R4 II SWD044 SS 2017-10-20.1)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:+50/-50 Evaluation Reports
Other:See Installation Instructions,SWD044,and FL1776677 R4 AE PER5228 SS 2017-10-20.Rdf
Evaluation Report,PER 5228,for full installation requirements Created by Independent Third Party:Yes
and limits of use.
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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.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
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 if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
RE M
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8HoQB... 9/1/2019
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
is
Product Evaluation Report
Of
Silver Line Windows And Doors
VI Series/50 Series Picture&Fixed Speacialty Window(2130) (Impact) (HVHZ)
for
Florida Product Approval
FL# 17767
Report No. 5226
Current Florida Building Code
Method: 1—D(Engineering Evaluation)
Category: Windows
Sub—Category: Fixed
Product: VI Series/50 Series Picture&Fixed Window
Material: PVC
Product Dimensions: 53"x73"
Prepared for:
Silver Line Building Products
One Silveriine Dr.
North Brunswick, NJ 08902
F.
Prepared by: �`��,�.•�'• •�p''.�
Hermes F. Norero, P.E.
7
Florida Professional Engineer#73778 * �k
Date:10/19/17
: O,a••• L OP;�����
Contents: •••....••'
Evaluation Report Pages I-4s/ONAL�����````
Digitally signed by Hermes F.Norero,P.E. Hermesr(<.�f�l�Mo P.E.
Reason:I am approving this document Florida No.73778
Date:2017.10.20 06:34:37-04'00'
BUILDING DROPS Date: 10/19/2017
A Perfect Solution in Every Drop! Report No: 5226
Certificate of Authorization:29578
Manufacturer: Silver Line Windows and Doors
Product Category: Windows
Product Sub-Category: Fixed
Compliance Method: State Product Approval Method(1)(d)
Product Name: VI Series/50 Series Picture&Fixed Window
53"x 73"
Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for Silver Line
Windows And Doors based on Method Id 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 SWD042,signed and sealed by Hermes F.Norero,P.E.(FL#73778)for
specific use parameters.
Um!ts 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 SWD042 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWD042 for size and design pressure limitations.
Hermes F.Norero,P.E.
Florida No.73778
Page 2 of 4
BUILDING DROPS Date: 10/19/2017
A Perfect Solution in Every Drop! Report No: 5226
Certificate of Authorization:29578
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the
Current Florida Building Code 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
• AAMA/WDMA/CSA 101/I.S.2/A440-11
• ASTM E1886-05
• ASTM E1996-12
Referenced Data:
1. Product Testing performed by Architectural Testing
(FBC Organization#TST1558)
Report: Dated:
E5302.01-109-18 3/17/2015
E5302.02-109-44 3/17/2015
E5302.03-109-44 3/17/2015
2. Quality Assurance
Window and Door Manufacturers Association
(FBC Organization#:QUA2515)
3. PVC profiles certified by AAMA in accordance with AAMA 303
4. Material Certification
Miami Dade RER—Product Control Section NOA
E.I.DuPont De Nemours&Co.,Inc.Butacite PVB Interlayer
Hermes F.Norero,P.E.
Florida No.73778
Page 3 of 4
j� BUILDING DROPS Date: 10/19/2017
A Perfect Solution in Every Drop! Report No: 5226
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates areas follows:
Nail Fin:
A. For two by(2X)wood frame substrate,use#8 Wood Screws wood frame anchors of
sufficient length to achieve minimum embedment of 1.50"into wood framing.
B. For metal stud substrate,use#8 Self-Tapping type metal stud anchors of sufficient
length to achieve a minimum of 3 threads of penetration beyond metal structure.
Through Frame:
A. For two by(2X)wood frame substrate,use#10 Wood Screws wood frame anchors of
sufficient length to achieve minimum embedment of 1.50"into wood framing.
B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is
employed,use 3/16"diameter ITW Tapcons type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25"into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16"
diameter ITW Tapcons type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25"into concrete or masonry.
D. For metal stud substrate,use#10 Self-Tapping type metal stud anchors of sufficient
length to achieve a minimum of 3 threads of penetration beyond metal structure.
Refer to Installation Instructions(SWD042)for anchor spacing and more details of the installation
requirements.
Design Pressure: +/-55 psf
Hermes F.Norero,P.E.
Florida No.73778
Page 4 of 4
SilverlLLine
? INSTALLATION NOTES: SILVER LINE WINDOWS AND DOORS
3 '1., ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION
SHOWN. EE
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM V1 SERI ES/50 SERIES PICTURE & FIXED ONE SILVERUNE DRIVE
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE NORTH BRUNSWIM,W 08902
MAXIMUM SIZE LISTED. SPECIALTY WINDOW (2130)(IMPACT)(HVHZ) PH:NO]Jddu9
I
3. NSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS e
(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT O Z a
CUMULATIVE FROM ONE INSTALLATION ANCHORTO THE NEXT. GENERAL NOTES: Z> z O m a
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND En 3`
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING W 95
4 X
SHIM(S).MAXIMUM ALLOWABLE SHIM STACKTO BE 3/8 INCH.SHIM WHERE MANUFACTURED TO COMPLY WITH THE CURRENT EDITION ¢ .121 "
INCLUDING HVHZ AND HAS w 2 c�R
SPACE Of 1/16 INCH OR GREATER OCCURS.SHIM(5)SHALL BE CONSTRUCTED FLORIDA BUILDING CODE(FBC), En Q et o m
OF HIGH DENSITY PLASTICOR BETTER. BEEN EVALUATED ACCORDING TO THE FOLLOWING:
TAS 201-94 - TABLE OF CONTENTS a a m
m
g m
TAS 202-94 202-94
S. FIN INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING USE#8 WOOD � �L'Q en Y
•
SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OF SUFFICIENT TAS 203-94 SECTION REVISION SHEET DESCRIPTION
• 2/A44G-11
5.
LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD AAMA/WDMA/CSA 101/1. „En
• ASTM E1886-05 1 - INSTALLATION&GENERAL NOTES ,y U- a
z n
SUBSTRATE. • ASTM E1996-12 I=mo
2 - ELEVATION&ANCHOR LAYOUTS F- a
6. FIN INSTALLATION:FOR INSTALLATION INTO METALSTUD USE#8 2, ADEQUACY OF THE EXISTING STRUCTURAL
SELF-TAP PING SCREWS,OFSUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING 3 - VERTICAL SECTIONS REMARKS BY DATE
THREADS PENETRATION BEYOND METAL WALL AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OFA-6TH FBC EDITION AR 10.1x.1
4 - HORIZONTAL SECTIONS&GLAZING DETAILS
7. THROUGH FRAME INSTALLATION:FOR INSTALLATION THROUGH IX BUCKTO WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 INCH LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 5 - BILL OF MATERIALS&COMPONENTS
DIAMETER ITWTAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
MINIMUM EMBEDMENT.
INSTALLATION.
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND DESIGN PRESSURE TABLE ANDSHALLNOTDEREPRODUO:DIH WHOIEORPARTH
S. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING —UTww M GoxsENTOF eUR°wGDR M—
USE#10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/21NCH ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE OVERALL SIZE AL WMNS,A MORS,HGIWGHTN%MO R
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE DESIGN MISSILE IMPACT MARDNGSTOTHBDOOIMEMARENOTVERNGIEDAND
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. PRESSURE RATING IxvAUDATE naTGN
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF WIDTH HEIGHT ig°ally signedby Hermes F.Norero,P.E.
RECORD FOR THE PROJECT OF INSTALLATION. eason:Ia d�ing�l4iF N ment
9. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO METAL STUD USE LARGE&SMALL rrQQ' yI�
53" 73" +55 SS PSF ate:20�ti0. OT"
'e
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM /- MISSILE IMPACT L '�(N: 8
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE /e
OF 3 THREADS PENETRATION BEYOND METAL WALL
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
ASPECIFIC SITEIF SITE CONDITIONS CAUSE INSTALLATION ��Q',. %CC,O
10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, .
INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE =* 7 -*
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
a 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT ��•./ C OP • �w
COATING. - APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR
AHI. ii�T�s•••.......••. G��```�
12 OR NSTAOLLOW BLOCKAND ANCHORS INTO MORTAR JOINTS.GROUT FILLED BLOCK, O NOT INSTALL
IS MEASURED S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
ON THIS PRODUCT IN AREAS REQUIRING IMPACT ZAP V1PE
FROMFREEEDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF RESISTANCE. r DAr P.F N.73MPX
JDB E''AE BEAOI° ./JJB
6. WINDOW FRAME MATERIAL:PVC DROPS.NO
DANIA[fAdl.R]JODi
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR EHPE CERT.ET AUTHOWAeoH N.20M
MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE 7, IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD FL IJ:
e USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED FL17767
SPECIFIED BY THE ANCHOR MANUFACTURER. OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CHAPTER 23. 10.16.17
14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON DATE:
SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: 8, GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 DWG.BY: CHK.BY:
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. GLASS CHARTS.SEE SHEET 4 FOR GLAZING DETAILS.
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. AR HFN
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH SCALE: NTS
's MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS
`wL TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. DWG•#: SWD042
g D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH
MINIMUM COMPRESSIVE STRENGTH OF 20DO PSI. SHEET
E. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL THICKNESS OF 5
OF 35.9 MIL(0.0478"or 18 GAUGE).MIN.1/2"EDGE DISTANCE.
F. ALUMINUM-MINIMUM ALLOY 6063-TS.MINIMUM WALL THICKNESS OF
1/16".MIN.1/2"EDGE DISTANCE.
MAX.FRAME Silver Line
14 WIDTH 53.00" biAndL;6Cn
a D.L.O.MAX
a WIDTH 48.50" B3
B c
I�cW)�i I�cW)�1 I`cW)--1
r____ ____� _______� T r__ __, r___ __.� r____ ____�
3 3 I I 1 } I I I 1 I I HBRUVERUNE DRIVE
I I j I I I I j j NORTH BRUNSWICK,W08902
I I I I 1 PH:800 23 228
(H) /� (H) �� ! (H) �// (H) I �// (H)
Li �i iLi / ! W _ z C
J_ L__ __J L___ __J CC 3 A$
o-,
E F - - c?TS12 .Ht
4 4 MAX.FRAME i i i i `3`p z O��M
HEIGHT73.00" I �(W)� I--(W)---� �(W)� r W ¢.0 m i sg $3
0. H / I _ H / u j z o§o
T -----�
D.L.O.MAX. ol ��--- 1 I I T I I o u�N W �W
HEIGHT 67.50" I i i (H) �� (H i y o 4 y co
L _J W~Q W
N /a
UNITS OF THE SHOWN SHAPES ARE ALLOWED PROVIDED CONSTRUCTION,GLAZING,& g
ANCHORAGE ARE PER DETAILS SHOWN HEREIN.ALL SHAPED UNITS SHALL FIT WITHIN THE
RECTANGULAR AREAS AS SHOWN. REMARKS BY DATE
A D MAXIMUM W=53' A-6TH FSC EDITION AR 10.16.1
3 3 MAXIMUM H=73"
ELEVATION MAXIMUM DP=+/-55 PSF
AxD sluut xm az RTPRoouof o w vmalE ox PAm
WRHO TW4, IDNSEMOFBIHW CDROPS,MC
Y'MAX. uTUAmxs,APPrtwxs.xlcxusxnxyoRmlml
8"MAX.-�{ 14"MAX. 10"MAX. nunoxrsm^Tws oomu amu vERAurr[D Axo
FROM
FROM
CORNERS D.C. CORNERS D.C. (W) ```S�►1T��1►1/���
i
14"MAX. 10"MAX. (H) �(W)�
O.C. O.C. � iu
-N.73 PS,
NOTE: iLORIOA P.F.
� BU0DN0 DROPOP S..INC OiC
WINDOW WIDTH(W)AND HEIGHT J°B L DkUev�ol,CH L 1°
(H)ARE INTERCHANGEABLE FOR ALLFaPE ter.OF Am H.29'5M
SIZES SHOWN HEREIN NOT TO EXCEED FLk:
MAXIMUM TESTED SQUARE FOOT AREA. FL��/V7
s ANCHOR SPACING SHALL NOT EXCEED
8 MAX.
2"MAX. THOSE SHOWN FOR LONG OR SHORT LEG DATE:
OF UNIT. 10.16.17
is FROM FROM
n CORNERS CORNERS DWG.�BY: CHKHFN
ANCHOR LAYOUT ANCHOR LAYOUT SCALDWG-
NTS
SW D042
FINLESS FIN
SHEET
2 OF 5
- N10 WOOD SCREW Silver Line
MIN.3 THREADS
V INSTALLATION ANCHOR 3/4"MIN. MAn050i
EDGE DISTANCE PENETRATION
CONCRETE/MASONRY METAL STUD BY OTHERS, BEYOND METAL
a BY OTHERS , • $ SEE SHEET 1 INSTALLATION NOTE 14 STRUCTURE
CAULK BETWEEN ° "
CONCRETE/MASONRY ° ° • N8 SELF-TAPPING SCREW� 03
BY OTHERS INSTALLATION ANCHOR ON SILVERLINE 3/8"MIN. NORTH BRUNSWICK,W 8901
2X WOOD BUCK/STUD-- EXTERIOR FINISH&SHEATING EDGE PH:Bao 2x4228
BY OTHERS 11/2"MIN. BY OTHERS DISTANCE
BACKER ROD& ca
e
EXTERIOR FINISH ' EMBEDMENT 3 z a
BY OTHERS SEALANT BY OTHERS o= a d 4
!°°
..........
x
1/4"MAX. — 1/4"MAX. G Z 2 z Or m g
PERIMETER SEALANT SHIM SPACE / SHIM SPACE h 3 o 0 3 m^'-
\ \ =�C E Lamm '
BY OTHERS i B I 4 1 B 1 h Q-R 1. Ogg
J W
O.A. 2 \ 3 UNIT2 \ / 3 _Ln
F m^
UNIT
HEIGHT HEIGHT > m
SEE GLAZING f SEE GLAZING W x` \a
DETAIL,SHEET4 DETAIL,SHEET4 J;i C, \�
6
6
EXTERIOR INTERIOR EXTERIOR INTERIOR ~ o
REMARKS BY I DATE
A-6TH FBC EDITION AR 10.16.1
VERTICAL SECTION rC-� VERTICAL SECTION
3 HEAD-2X WOOD BUCK 3 HEAD-METALSTUD "� G
FINLESS INSTALLATION FIN INSTALLATION
2 ,wovauxorazacPaaoNFE mol�oaP,wr
wrtlwl2r wartrBH mx¢nt oc eunmNe oeoas,we
ur[Iw2axs,womaxs,xKawoxn88,oaonBa
naBallosroTHBooa U—BTFNm PrBrmrrtoinn
naN.
EXTERIOR INTERIOR EXTERIOR INTERIORO���'''
NOTE:SX WOOD BUCK `���Q� •
SEE GLAZING BY OTHERS IS OPTIONAL SEE GLAZING QO
DETAIL,SHEETGLAZING
FOR MASONRY APPLICATIONS,SE DETAIL,SHEET4 7 �:
O.A. DETAIL E/4. O.A.
UNIT 111 �\ HEGIHT �
/ \ 3 � O ( T P; of
HEIGHT / 0 3 1/4"MAX. / 1 1/4"MAX. iii n�••••......... G�``.
4 SHIM SPACE Z \ _ SHIM SPACE -ell ONA I �?,`,1�1
wa MOFtDA4P�Nva�iai e
BACKER ROD& 3/4"MINauNA DROPS.INC
PERIMETER SEALANT OTHERS SBB=BE RJ
.
% 11/4"MIN. SEALANT BY OTHERS EDGE DISTANCE �+*•a um aaQATKw
N.2D=
EXTERIOR FINISHEXTERIOR FINISH FL#:
BY OTHERS �' 'd " 'a n EMBEDMENT BY OTHERS
s CONCRETE/MASONRYSILL 2X WOOD BUCK/STUD FL17767
BY OTHERS x' ^ SHEATHING DATE:
10.16.17
12/1" MIN. BY OTHERS 11/2"MIN. DWG.BY: CHK.BY:
2 A 3/16"ITW TAPCON EDGE DISTANCE q8 WOOD SCREW,OR 11 GAUGE EMBEDMENT AR H FN
INSTALLATION ANCHOR ROOFING OR 10d COMMON NAIL SCALE: NTS
INSTALLATION ANCHOR D VERTICAL SECTION
VERTICAL SECTION 3 SILL-2X WOOD FRAME DWG-#: SWD042
3 SILL-CONCRETE/MASONRY FIN INSTALLATION SHEET
FINLESS INSTALLATION - OF 5
Silver Line
biAnderser5
1-1/4"MIN. 3/4"MIN.
+ EMBEDMENT EDGE DISTANCE
a
1/4"MAX. 1/4"MAX.
al
SHIM SPACE SHIM SPACE ONE SILVERUNE DRNE
CAULK BETWEEN CAULK BETWEEN NORM BRUNSWICK,W 0002
CONCRETE MASONRY&1X CONCRETE MASONRY&2X PH:800 2U4228
WOOD BUCK BY OTHERS •'• ^^ WOOD BUCK BY OTHERS
CONCRETE/MASONRY ° CONCRETE/MASONRY 413 z e
BY OTHERS��'V'-' INTERIOR INTERIOR !�BY OTHERS O O F vi
1X WOOD BUCK(OPTIONAL) 42X WOOD BUCK/STUD C 2 O
BY OTHERS ° BY OTHERS 3?.o f p S N
a• 3 SEE GLAZING SEE GLAZING ' ' w C G i? Z m� a
. �._\�DETAIL DETAIL 3 ,w,F Q a " 51 2'.
134" OUZ '42, lW 5
EDGE DISTANCE — ° 11/2"MIN. o N }m
( EMBEDMENT
wON �x /
3/16"ITW TAPCON INSTALLATION2 �� � #8 WOOD SCREW,OR 11 GAUGE � a
ANCHORS EXTERIOR EXTERIORROOFING OR 10d COMMON NAIL REMARKS BY DATE
2
EXTERIOR FINISH O.A. INSTALLATION ANCHORS A-6TH FBC EDMON AR 10.16.1
BY OTHERS UNIT O.A. EXTERIOR FINISH
WIDTH UNIT BY OTHERS
PERIMETER SEALANT WIDTH
BY OTHERS BACKER ROD&SEALANT
BY OTHERS 8137,rog"W7
ANOSHR NOFBEREPR0DU0!DmWHOIE0-
E HORIZONTAL SECTION F HORIZONTAL SECTION WOxOV WRRRN YN SEHi OF&IUNNG DROPS ING
uRlUlR1NSADOmONS HNRWGIOIND,DIIO1R01
MARIONGS TO 1N6 OpOIMEM ME NOT POUV RFD Y!D
4 JAMB-CONCRETE/MASONRY JAMB-WOOD BUCK INvum� DURKz mN.
~ FINLESS INSTALLATION FIN INSTALLATION `�1111IFIF�J/J��
0
Z, p0
7
01
3/4"O.A.I.G.LAMINATED GLASS ��'000NSISTING OF:
��.':�,
1/8"ANNEALED ED GLASS, �-',"9/ONAI
1/4"SUPER SPACER, � A Pr_Nh41PE
s 5/32"ANNEALED GLASS PE ND 2me
eutDwo oaaPs ac
0.090"BUTACITE PVB INTERLAYER BY DUPONT, �9e E Duan MAOI R se
DaNu BEAK24 n
% / ANNEALED GLASS
POPE OERT.a MTHORRATIM N.29528
NOTE: FL#: FL17767
EXTERIOR
� � INTERIOR 1) FIXED GLASS LITES GREATER THAN 36"IN WIDTH SHALL HAVE
s
� / TWO APPROVED SETTING BLOCKS AS SPECIFIED IN FBC
2 Q�jl
N.GLASS CHAPTER 24. DATE: 10,16.17
QITE 9/16" 2) FOR INSTALLATION ABOVE 30 FT.ABOVE GRADE IN AREAS DWG.BY: CHK.BY:
REQUIRING IMPACT RESISTANCE,ALL UNITS MUST BE SAFETY AR H FN
$ / GLAZED OR COVERED BY AN IMPACT PROTECTIVE SYSTEM PER
1/8"SETTING BLOCK \\ FBC CHAPTER 24. SCALE: NTS
DOW 995 SILICONE
1 DWG.#: SWD042
SHEET
GLAZING DETAIL OF 5
r+ BILL OF MATERIALS SIIVer Line
s ITEM# DESCRIPTION MANUFACTURER MATERIAL
' 1 NAIL FIN FRAME SILVERLINE PVC R3,
2 GLAZING BEAD SILVERLINE PVC
ONE NE
RUNS UNE UR
3 ANCHOR HOLE COVER SILVERLINE PVC NORTHPH::( 208902
Pm800l21]36-0178
4 FLORIDA FLANGE FRAME SILVERLINE PVC 31 u E
o �<�
NAIL FIN FRAME GLAZING BEAD ANCHOR HOLE COVER
O PVC O PVC O PVC
0.817" nQaa off=
ou�
--��{{ 0.187" \N-1
0.330"-1 I En
I r 1. � f W
2.687" 0.059" 0.896" 0.040" ._.� �..-I w X o /a
° 0.684" F; a
m W
H a
0.080" 2.250"
1.525" � REMARKS BY DATE
3.875"
A-6TH FBC EDITION AR 10.16.1
0.060"
0.920"
AND 3nALLn0TBERENTOFDIN WHOLE 0PS.IN
1.637" ILLN �E
TEMTp�tSADDWWOnS.XGIRIGI(ON40R DTRR
6s6RRLY4f ro nus Domr6Exr 6u xm vEnE6xsEn 6x0
WVYIDRTE ou axnErw
Tnn
OFLORIDA FLANGE FRAME Of�S1FI r10��!.,�'
PVC
2.687" - 7
0.080" 2.700" O'ccsS
1.975"
0.060" FLORID 73 PF,�
FLORIDA P.E.Na]3178
[DA IA B OROP$MC
398 E.NIA BEACH.BF fi1V4 SY
2.547' PBPE CSRi.K TMCyUTION Na 29378
s FL FL17767
DATE: 10.16.17
owGAR cHKI-IFN
SCALE: NTS
DING.M S W D042
SHEET
OF 5