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HomeMy WebLinkAboutProduct Review Affidavit Florida Building Code Online Page 1 of 3
:FlQ7 a�iEpCitilS?tlt SCIS Home F Log In f User Registration I Hot Topics A Submit Surcharge i Stats&Facts Publications FBC Ste ; BCIS Site Map LinksSearch `
Busines �? s• "'product Approval
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Product Approval Menu>Product or Application Search>Application List>Application Detail
r * FL# FL14994-R1
w I€s.}.,.,.
Applica[lon Type Revision
Code Version 2014
Application Status Approved
�I
I+
Comments
Archived Cl
Product Manufacturer Silverline Building Products Corp. j
Address/Phone/Email-- - . • - _ One Silverline Drive _ --
North Brunswick,NJ 08902 j
(800)234-4228 Ext 4644
Jonberrian@slbp.com
Authorized Signature Vivian Wright
rickw@ rwbldgconsultants.cpm
I�
Technical Representative
Address/Phone/Email
I
Quality Assurance Representative j
Address/Phone/Email
it
Category Windows �.
Subcategory Horizontal Slider
i
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 Lyndon F.Schmidt,P.E. i f
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity Window and Door Manufacturers AssoclIa1tion-QA
Quality Assurance Contract Expiration Date 10/21/2016
Validated By Ryan J.King,P.E.
Wj Validation Checklist-Hardcopy Received
I,
Certificate of Independence FL14994 R1 COI CERTIFICATE of INDEPENDENCE.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA101/I.S.2/A440 2011
AAMA/WDMA/CSA101/I.S.2/A440 ,,I 2008
ASTM E1886 �I 2005
ASTM E1996 2006
TAS 201,202,203 1994.. - - --
Equivalence of Product Standards
Certified By
I�
Sections from the Code
I
Ij
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Florida Building Code Online Page 2 of 3
. LI
i.
Product Approval Method Method 1 Option D j
Date Submitted 04/27/2015
Date Validated 04/28/2015
Date Pending FBC Approval 05/04/2015 j
Date Approved 06/23/2015
Summary of Products
FL# Model,Number or Name Description
14994.1 a.Series 2800 Model 2802 Extruded Vinyl Horizontal Sllder Window with Nailing Fin-2
Panel(OX or XO Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14994 R1 I I Inst 14994.1�:ndf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third;Party:Yes
Design Pressure:N/A Evaluation Reports '
Other:See INST 14994.1 for Design Pressure Ratings,any FL14994 R1 AE Eval 14994 l.pdf
additional use limitations,installation instructions and Created by IndependentThirdlParty:Yes
product particulars.
14994.2 b.Series 2800 Model 2803/2804 Extruded Vinyl Horizontal Slider Window with Nailing Fin-3
Panel(XOX Configuration)
Limits of Use Installation Instructions j
Approved for use in HVHZ:No FL14994 R1 11 Inst 14994.2;pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A -Evaluation Reports I`I
Other:See INST 14994.2 for Design Pressure Ratings,any FL14994 R1 AE Eval 14994i2.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
14994.3 c.Series 8700 Model 8700 Extruded Vinyl Horizontal Slider Window with Flange-2
Panel(XX Configuration)
Limits of Use Installation Instructions I i
Approved for use in HVHZ:No FL14994 R1 11 Inst 14994.3i.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports 1
Other:See INST 14994.3 for Design Pressure Ratings,any FL14994 R1 AE Eval 14994.3.pdf
additional use'iimitations,installation instructions and Created by Independent Third Party:Yes
product particulars. j
14994.4 d.Series 8700-Model 8700FIN Extruded Vinyl Horizontal Slider Window with Nailing Fin-2
Panel(XX Configuration) j
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14994 R1 11 Inst 14994.4.x)
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by IndependentThird Party:Yes
Design Pressure:N/A Evaluation Reports illI
Other:See INST 14994.4 for Design Pressure Ratings,any FL14994 R1 AE Eval 14994�4.�df
additional use limitations,installation Instructions and Created by Independent ThiH Party:Yes
product particulars.
14994.5 e.Series 8800-Model 8803/8804 Extruded Vinyl Horizontal Slider Window-3 Panel(XOX
Configuration)
Limits of Use Installation Instructions is
Approved for use in HVHZ:No FL14994 R1 11 Inst 14994!5.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports I{
Other:See INST 14994.5 for Design Pressure Ratings,any FL14994 R1 AE Eval 14994.5.pdf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars..
14994.6 f.Series 8800-Model Extruded Vinyl Horizontal Slider Window with Nailing Fin-3
8803/8804FIN Panel(XOX Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14994 R1 11 Inst 14994.6.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 14994.6 for Design Pressure Ratings,any
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GENERAL NOTES o u�
I. This product has been evaluated and is In compliance with the 51h Edition'(2014)
o Florida Bull Code(FBC)structural requirements excluding the"High Velocity
Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on detalls.Anchor
sembedment to base material shall be beyond wall dressing or stucco.
z 3. When.used In areas requiring wind bome debris protection this product is required
to be protected with an impact resistant covering that complies with Section
N A
1404.1.2 of the FBC. 0 0
W ,�
e 4_ For 2x stud fromiing.construction,anchoring of these units shalt be the same as that
shown for 2x buck masonry construction.
5. -Site conditions that deviate from the details of this drawing require further p
engineering analysis by a licensed engineer or registered architect. ?
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TABLE OF CONTENTSbIMENSfON„
NS10bfMEN POSRIV ,NECrATIV , o 0
o SHEET# DESCRIPTION Z
1 Typical elevation,design pressures& eneral notes 73.0"X 63.0" 32.88"X 56.25" Gl +20.0 •20.0 ATE 11 16 .11' i
n 2 Horizontal cross section srlac N.7.&
3 Vertical cross sections 73.0"X 48.0" 32.08"X 41.12" GT +40,0 -40,0 uwc,FY, m
4 Buck and frame anchoring
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5 BIII of materials,'g wring detail and components °W m` LFS 3
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PRODUCT: 000um.nt.Pr.Ford By:i
Lyndon F. SDhlmldt % .ICR.D1:••
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I� to •• ff 'I PART OR ASSEMBLY:. �K BUILDING CONSULTANTS, INC.
.p �t to 1 –,3/—?8 15 UPDATE TO 5TH ED. 2014)Fl JK J 1� P.O.'Box 230,Valflao. FL 33595
• HORIZONTAL
to W NO DATE BY CROSS SECTIONS' Phone No.: 813.859.9107
REVISIONS FBP,E CA No. 9813
021311 R.W.BUILDING CDNSULTYN"INC.
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Pi' Q PRODUCT: Deeoments P.np—d toy.
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o HORIZONTAL SLIDER WINDOW P.E. No. 43409 ///S/
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$ y PART OR ASSEMBLY: /��7��BUILDING CONSULTANTS. INC.
to N fn [NO.
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I� W DATE BY l,Y Phone No.1 813.859.9197 -
REVISIONS CROSS SECTIONS MME C.A. No. 9813
02011 R.W.Bt11LGING OONGuLrnNr ING.
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TYP.HEAD,
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,.- CI SILLSJAMB !1` e;.•,+; F 2XBUGK e — ,a :n._m_ga-W—.`—
MEETING RAIL SHOWN R
FOR REFERENCE M 1X BUCK2XBUCK k
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2X BUCK �) ?X BUCK (SEE NOTE I) DIREGT70 E
MASONRY FRAME K MASONRY
q OPENING II MASONRY
OPENING M 1X BUCK 3 c�
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INSTALLED THROUGH THE N x
•• '• ALUMINUM STRAP ANCHOR(iYP)
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i NOTE I FRAME HEGHTS>36'AND a z a
o BUCK ANCHORING (I)ANCHOR IN EACH TRACK 0 EACH LOCA71ON(TYP). DESIGN PRESSURES>20 PSF) r
OFxFSETANCHORS IN IX BUCK INSTALLATION AS �m
NECESSARY TO MAINTAIN MSN.CLEARANCE TO FRAME ANCHORING
In ADJACENT CONCRETE ANCHOR:ig 2X MASONRY
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CONCRETEANCHOR NOTES:
e 1. Concrete anchor locations at the comers may be adusted to maintain the min. a w
edge distance to mortarjoints. z
2 Concrete anchorlocations noted as"MAX ON CENTER"must be adjusted to
e maintain the min.edge distance to mortarjoints,additional concrete anchors z
a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. F
5 3.Concrete anchor table: =w
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�IA�CHt?R ANCHOR .NfIM ............. o
y 7O MASONRY 70�CD9AENi: '' a
::;75'F)o-,::.,,:::;.3fZE,::•:::: I!�BEDhAtNf.:;:r a;sa. :::.:....
a :::.:._:-.:.,.:::::.:..:.::.:....:::.:.::.:_: ...:..:._.;.:•:::;:::...::..;:.. ..... r SANCMOR4f'dr:: ^z i
11W ® 1/4" 1.1/4" 2 4" rite'l tfl6Jt 1 °
II TAPCON SCAIZ, N.T.S.
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ULTRACON" 1/4" 1-]/4" 1" 4" MG.e+: xy 3
CHC BY. tj
WOOD SCREW INSTALLATION NOTES: oanvnN No•:LFS
T.Maintain a minimum 5/8"edge distance,Pend distance,d,.l"o.e.spacing of FL-14994.3 0
wood'screws to prevent the splitting of wood. w
o sneer 4 or 5
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BILLOFMATERIALS —^1.Ss� o4,�•,..
RfM DESCRIP710N MATERIAL 1 Q
A IX BUCK G x 0.42) WOOD
B 2X BUCK G>=0.42 WOOD 0.3s'--j )� _�' Z,—
C 1/4''MAX.SHIM SPACE STEEL :q
0,07' 0.04" �` S� • _�'
D 1/d X 2-3/4"ELCO OR ITW PFH CONCRETE SCREW STEEL
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- - E 30iSONRY-ORHOLLOWOPSI MIN.CONCRETE BLOCKCONFQRMINGTOOFIISTMC90I TO ACI CONCRETE } �1 ��//�tFrt* i� � oMmz°
— - =F 410 X 2"-PPH SMS 1;118°MIN.-EMBEDMENT - -- ---�- .--- STEEL 1 SASH RA C o 00 x z 1
!kt MEETING STttF' _ _ GtAItNG BE D 19 0 8
H #8 X 1-3/d"PPH SMS�l-3/8"MIN.EMBEDMENT - ` - STEEL--- - --_.9_ -.2- _ __ �. h S m m o
K T/4"X 1-314„ELCO OR ITW HH CONCRETE SCREW STEEL - - q r
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M 1/4"X 3-1/4"ELCO OR ITW PFH CONCRETE SCREW STEEL w m a.n u
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N #8 X.7S'PPH SMS STEEL r i"� E oz
1 STRAP ANCHOR#8795 ALUMINUM
2 GLAZING BEAD#951.7• PVC 0.07d' a a
3 MAIN FRAME#8701' PVC o a
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4 GLAZING SPACER STEEL i' f o z
14 O.DT` v'
5 GLAZING COMPOUND DOW#1199 SILICONE SILICONE t� 3 caw
8 INTERIOR MEETING STILE#8708' PVC
9 PULL S71LE#8706 PVC a
a
10 EXTERIOR MEETING STILE#8707' PVC II 0.065 $
11 SILL INSERT#8722" PVC y
12 SASH KEEPER LOCK STEEL -'
tia
16 WINDOW LOCK PLASTIC J8 EXTMEE77NGSAo
CE it sitCiksERT / tLSNE fir„
17 WEATHERSTRIP - o
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18 WEEP HOLE" PVC a a m
0 19 SASH RAIL#8704* PVC1.66" 1.6r
21 EXTERIOR MEETING STILE REINFORCEMENT#8516 STEEL 0.78" m
22 INTERIOR MEETING STILE REINFORCEMENT#8761 STEEL
`THE APPROVED WHITE RIGID.PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARETO BE PRODUCED 0 0�„ ^i�, p p75» � LL
BY EXTRUDERS LICENSEES IN"AAMA CERIIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 0.04 r jo,
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O WING NO.:
FL-14494.3 0
o SHEET 5 cF 5
Florida Building Code Online Page 1 of 3
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•^DapahiTY'flta` SCIS Home i Log In I User Registration I Hot Topics n Subm[t Surcharge Stats&Facts Publications FBC Stag' SCIS Site Map Links ( Search I
BrllS{lCltc�cS ^���I �ti�...
PCOfeSSi GI ��, � ,SEx Pueic�Ppravai
Product Approval Menu>Product or Andication Search>Application Lis[>Application Detail 1
z
FL# FL14994-R1
Application Type Revision
Code Version 2014
I'
Application Status Approved Li
Comments i
Archived (� i
1
Product Manufacturer Silverline Building Products Corp. '
Address/Phone/Email One Siiverline Drive' ''
North Brunswick,NJ 08902 I
(800)234-4228 EXt4644
Jonberrian@slbp.com
1111;
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
i
Quality Assurance Representative
Address/Phone/Email
Category Windows
i'
Subcategory Horizontal Slider �!)
I
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E, I I
the Evaluation Report
Florida License PE-43409 i
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 10/21/2016
Validated By Ryan J.King,P.E.
C Validation Checklist-Hardcopy Received
Certificate of Independence FL14994 R1 COI CERTIFICATE of IN>DEPENDENCE Rdf'
IIi
Referenced Standard and Year(of Standard) Standard j' Year
AAMA/W D MA/CSA101/I.S.2/A440 2011
AAMA/WDMA/CSA101/I.S.2/A440 2008
ASTM E1886 2005
ASTM E1996 2006
TAS 201,202,203
1994 - -
II
I
Equivalence of Product Standards
Certified By LI
4�
1 -
Sections from the Code j
i,
�i
�I
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'https://floridabuilding.org/pr/pr app dtl.aspx?pararn=wGEVXQwtDquZRj59 7/1/2015
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Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option D
Date Submitted 04/27/2015
Date Validated 04/28/2015
Date Pending FBC Approval 05/04/2015
Date Approved 06/23/2015
Summa ry of Products
FL# Model,Number or Name Description
14994.1 a-Series 2800 Model 2802 Extruded Vinyl Horizontal Slldelr!Window with Nailing Fin-2
Panel(OX or XO Configuration)
Limits of Use Installation Instructions
Approved for use In HVHZ-No FL14994 R1 11 Inst 14994 1 pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports .;
Other:See INST 14994.1 for Design Pressure Ratings,any FL14994 R1 AE Eval 14994.1.1)d
additional use limitations,installation Instructions and Created by Independent Third Party:Yes
product particulars.
14994.2 b.Series 2800 Model 2803/2804 Extruded Vinyl Horizontal Slider Window with Nailing Fin-3
I Panel(XOX Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ.,No FL14994 R1 11 Inst 14994.2,pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 14994.2 for Design Pressure Ratings,any FL14994 R1 AE.Eval 149941
additional use limitations,Installation Instructions and Created by independent.ThIrd. Party:Yes
product particulars.
14994.3 c.Series 8700 Model 8700 Extruded Vinyl Horizontal Slider Window with Flange-2
Panel(XX Configuration)
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL14994 R1 11 Inst 14994.3.pd
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure.,N/A Evaluation Reports
Other:See INST 14994.3 for Design Pressure Ratings,any FL14994 R1 AE Eval 14994—,-,
additional use limitations,installation Instructions and Created by Independent Third Party:Yes
product particulars:
14994.4 d.Series 8700-Model 8700FIN Extruded Vinyl Horizontal SlliIe'r Window with Nailing Fin-2
Panel(XX Configuration)
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL14994 R1 11 Inst 14994,4.r)df
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No
Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 14994.4 for Design Pressure Ratings,any ELIA994 R1 AE Eval,14994!4.pd
additional use limitations,installation Instructions and Created by Independent Third Party:Yes
product particulars.'
4994.5 re.Series 8800-Model 8803/8804 Extruded Vinyl Horizontal SliderWIndow-3 Panel(XOX
Configuration)
Limits of Use Installation Instructlons,1�1
Approved for use In HVHZ:No FL14994 R1 11 Inst 49 -,.5. d
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party;Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 14994.5 for Design Pressure Ratings,any FL14994 994 S.ndf
additional use limitations,Installation Instructions and Created by Independent Third Party:Yes
product particulars:
14994.6 f.Series 8800-Model Extruded Vinyl Horizontal Slider Window with Nailing Fin-3
— 18803/8804FIN Panel(XOX Configuration)
Limits of Use Installation Instructions
Approved for use In HVHZ,No FL14994 R1 11 Inst 14994.6.1)d
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schrhidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports i
Other:See INST 14994.6 for Design Pressure Ratings,any
II
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GENERAL NOTES N
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3 1. This product has been evaluated and is in compliance with the 5th Edition(2014) O W X X a z a
o Florida Building Cade(FBC)structural requirements excluding the"High Velocity
u Hurricane Zone"(HVHZ). ! }m
2. Product anchors shall be as fisted and spaced as shown on details.Anchor
embedment to base material shall be beyond wall dressing orstucco.
s
= 3. When used in areas requiring wind bome debris protection this product is required / N
to be protected with an impact resistant covering that compres with section
1604.1.2 of the F8C.
e 4. For 2x stud framing corMruction,anchoring of these units shall be the some as that ' a
Q
a shown for 2x buck masonry construction. 12
5. Site conditions that deviate from the details of this drawing require further Z
engineering analysis by a licensed engineer or registered architect. -
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TABLE OF CONTENTS OIM NS ON... • DIMENON 7YPEI�STTfT/E NEt+ATIYI. n Z
SHEET# DESCRIPTION
m 1 Typical elevation,design pressures&general notes 73.0"X 43.0" 32.88"X 36.25" GI +20.0 40.0 DATE 11/16/7 1 =
o`- 2 Horizontal cross section SCALL N.T.S. 9
3 Vertical cross sections 73.0"X 48.0" 32.88"X 41.12" G1 +40.0 -40.0 DWG,rn.; KV m
4 Buck and frame anchoring
5 Bill o materials,'gl®ng detail an components cwc art LFS 3
DPgWINO NO.; �
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I HORIZONTAL SLIDER WINDOW P.E. No, 43408
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REVISIONS CROSS SECTIONS FSP,E CA No. 9813
02011 R.W.9UILUIN3 CGN5ULTANTB INC..
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Lyndon F. Sehmldl �e�•�•'••.....•••'��'!
It' z HORIZONTAL SLIDER WINDOW P.E. No. 43409
?\ - PART OR ASSEMBLY: �/� BUILDING CONSULTANTS. INC,
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737-8/1-5—UPDATE TO 5TH EO. 2014) FBC JK e/l��P,O. Bax 230, Valrlao, FL 33595
Imo' w DATE BY VERTICAL Plione No.: 813,859.9197
REVISIONS CROSS SECTIONS HOE C.A. Na 9813
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o I.Concrete anchorlocations at The comers maybe adusted to maintain the min. H z
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ELCO ® 1/4" 1-1/4" 1" 4" cNK,BY: LFS
ULTRACON DRAWING NO.:
WOOD SCREW INSTALLATION NOTES:
1.Maintain a minimum 5/8"edge distance,1"end distance,d.l"o.c,spacing of FL–14994.3 0
wood screws to prevent the splitting of wood. SHEEr 4 or 5 jgw
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2 GLAZING BEAD#9517' PVC 0.070" Sd
"^ 3 MAIN FRAME#8701' PVC °
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4 GLAZING SPACER STEEL I m o z
5 GLAZING COMPOUND DOW#1199 SILICONE SILICONE O.OT r� :s '
8 INTERIOR MEETING STILE#8708PVC a
9 PULL STILE#8706' PVC = r ao
10 EXTERIOR MEETING STILE#8707• PVC I I 0.065`
c 71 SILL INSERT#8722' PVC
m 12 SASH KEEPER LOCK STEEL o d rL
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16 WINDOW LOCK PLASTIC v
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17 WEATHERSTRIP - o x a m
3 18 WEEP HOLE" PVC
0 19 SASH RAIL#8704' PVC �•-- 0.5' 1.66"- -}-=1.6T--{ }
2I EXTERIOR MEETING STILE REINFORCEMENT#8516 STEEL 10.7B' F»- ( f{
22 INTERIOR MEETING S11LE REINFORCEMENT#8761 STEEL �� f
'THEAPPROVm WHITE RIGID.PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED 0.03X0075'
BY EXTRUDERS UCENS EES IN"AAM A CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 0.04(V o
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Florida Building Code OnlinePage 1 of 3
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EIC-idi CB{?Sftft Iff SCIS Home €Log in User Registration I Hot Topics Submit Surcharge Stats&Facts i Publications FBC Stied i BC IS Site Map i Links Search
pC�feSSl@ �� USER Public User
Regulation-
Product Approval Menu>Product or An
Plication Search>Application List>Application Detail
FL# L14911-R
Application Type Revision
Code Version 2014
Application Status Approved I I
Comments
Archived C l
Product Manufacturer Siiverline Building Products Corp.
Address/Phone/Email One Silverline Drive —
North Brunswick,NJ 08902
(800)234-4228 Ext4644
Jonberrian@slbp.com i
Authorized Signature Vivian Wright
rickwC&rwbldgconsultants.com i
1'
Technical Representative Jon Berrian
Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902 j
(732)435-100D
jonberrian@slbp.com
II
Quality Assurance Representative
Address/Phone/Emall
Category Windows Pi
Subcategory Single Hung j
ii
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 Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 10/21/2016
Validated By Ryan J.King,P.E.
i
Validation Checklist-Hardcopy,Received
it
i
Certificate of Independence FL14911 R7 COI Certificate Of Independence(2 df
Referenced Standard and Year(of Standard) Standard
AAMA/WDMA/CSA/101/I.S.2/A440 I 2008
_.
- AAMA/UUDMA/CSA/101lLS.2lA440 '�i _ - - 2011
ASTM D1929 1996
ASTM D2843 I 1993
ASTM D635
1996
ASTM D638 1996
ASTM E1886 2005
ASTM E1996 2009
ASTM G26 1995
TAS 201,202 and 203 1994
i
I)
j
https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquZRj59%o2fDrx2lbtd.., 7/1/2015
Florida Building Code Online Page 2 of 3
EI
Equivalence of Product Standards
Certified By
Florida Licensed Professional Engineer or(Architect
FL14911 R7 Enuiv EauivalencyOfStand6rds.r)d
I,
Sections from the Code
II
Product Approval Method Method 1 Option D
Date Submitted 04/02/2015
Date Validated 04/13/2015
Date Pending FBC Approval 04/16/2015
Date Approved 06/23/2015
summary of Products
Go to Page Page 2 2
FIL# Model,Number or Name Description
14911.21 u.Series 70 Model 2127 Extruded Vinyl Single Hung Window-Flange
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 11 Inst 149 1.2jjdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports I I
Other:See INST 14911.21 for Design Pressure Ratings, FL14911 R7 AE Eval 14911'.'21.Ddf
any additional use limitations,installation Instructions and Created by Independent Third Party:Yes
product particulars.
14911.22 v.Series 70 Model 2127 Extruded Vinyl Single Hung\�,Indow-Nailing Fin
Limits of Use Installation Instructions (;
Approved for use in HVHZ:Yes FL14911 R7 11 Inst 14911,22,12d
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports 11
Other:See INST 14911.22 for Design Pressure Ratings, FL14911 R7 AE Eval 14911%22.1)
any additional use limitations,Installation Instructions and Created by Independent Third Party:Yes
product particulars.
14911.23 w.Series 70 Model 2127 Extruded Vinyl Single HungW Indow-'Flange
Limits of Use Installation Instructions 11
Approved for use in HVHZ:Yes FL14911 R7 If lost 14911.23,pd
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact
mpact Resistant:Yes Created by Independent THI r,d Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 14911.23 for Design Pressure Ratings, FL14911 R7 AE Eval 14911,23.12d
any additional use limitations,Installation Instructions and Created by Independent third Party:Yes
product particulars.
14911.24 x.S 2900/4900-M 2901/4901 Single Hung Extruded Vinyl jk6dow with Nailing Fin
Limits of Use Installation Instructionsi I
Approved for use in HVHZ:Yes FL14911 R7 11 lnst14911:24.1)d
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schiihidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports 11
Other.See INST 14911.24 for Design Pressure Ratings, FL14911 R7 AE Eval 14911,24.pdf
any additional use limitations;Installation Instructions and Created by Independent Third Party:Yes
product particulars.
14911.25 y.S 2900/4900-M 2901/4901 Single Hung Extruded VinyiW' indow with Nailing Fin
Limits ofUse Installation Instructions'
Approved for use in HVHZ:Yes FL14911 R7 11 Inst`1491i�.25.pd -
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant.,Yes Created by Independent TIJIrd Party:Yes
Design Pressure:N/A Evaluation Reports i 1
Other:See INST 14911.25 for Design Pressure Ratings, FL14911 R7 AE Eval 14611.25j)df
any additional use limitations,installation Instructions and Created by IndependentTfilrd Party:Yes
product particulars.
Go to Page 0 0 Page 2/241 0
littDs://floridabuilding.org/pr/pr� apt) dtl.aspx?param=wGEVXQWtDquZRi59��/o2fDrx2lbtd... 7/1/2015
U C1
SilverLine "o° =z
9
byAndersen N
WINDOWS • DOORS5325' � .......... >
MAX.OVERALLFLANGEWIDiH /i��q'rrt
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- - - ---- - -- 52 9 :5-
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- ----- - - - - I - - - 'E _
SERIES 70 - MODEL 2 I2 7FL -_ 9-.
N a Ng m o
EXTRUDED VINYL SINGLE HUNG .WINDOW iii a E �
.14
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w/ or w/ovf FLANGE
"NON-IMPACr'
GENERAL NOTES
ry 1. This product has been evaluated and is in compriance With the 5th Edition(2014)Florida Building
Code(F3C)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 'o o / _
� vii o jo�
2. Product anchors shall be as lsted and spaced as shown on detals.Anchor embedment to base f �I a
material shag be beyond wail dressing or stucco. S a a
X
3- When used in the"HVHT'this product is required to be protected With an impact resistant
covering that complies with Section 1626 of the FBC. /
d
4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product is v z
o required to be protected with an impact resistant covering that complies with Section 1609.1.2 3
N
of the FBC. 0 0
5. For 2c stud framing construciion,'onchoring of these units shall be the some as that shown for 2x Z
buck masonry construction.
6. Site conditions that deviate from the details of this drawing require further engineering analysis
F
W
a by a licensed engineer or registered architect.
t
7, This product meets water infiltration requirementsfor"HVHZ°. ='='
QVE(IALI k T OVER�gLLt MA`X 7 DE�IGf1°PAESSUE(PSS o
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TABLE OF CONTENTS D'►MEr7sr.. z�aiMEystoN t :ar tE toN p w,�pb3RIVE NEGA7�17E Y N-Z
SHEET# DESCRIPTION a ,�r� y v .v -- —70130112 Z
$ 1 Typical elevation,design pressures&general notes. 53.25"x 63.58" 52.00"x 62.50" 47.69"x 28.25' +62.8 -65.0 srnE N.T.S.
°
s 2 Horizontal&vertical cross sections G7,G2 oxG �, dK m
3 Horizontal&vertical cross-sections
53.25"x 74.08" 52.00"x 73.00" 47.69"x33.50'' +55.0 -60.0 aux LFS
4 Buck and frame anchoring oaxwc NOa a
5 113111 of materials,glazing details&components FL-14911.21 0
N
r. ,
4 NOTE: 24 • d •° T'�' o;J:=n
1.LOCATE OPERATING SASH LOCKS 7.5' =U' me.!Z`
FROM EACH END OF THE ACTIVE z
/ MEETING RAIL,FASTEN WITH[2)#8 x3/4 Z d i�•
SELFTAPPINGSCREWS. 25 23 i��'��•'•.••••••,.. �```� >>
/ Z LOCATE SASH KEEPER 6.5°FROM EACH z o d
END OF THE MEETING RAIL,FASTEN
26 �rrr►rnn+� °o N.,_
1 Q WITH[2)#6X3/4 SCREWS. �� v v o z°
-- - - - — - �- --- -- - — — _ 9 m
0
0 M IL IL
9 E cc
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/ EXTERIOR INTERIOR A S.:
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SEE 32 J
X 3i 11 NOTE 2 10 SEE o
NOTE 1 +o
17 14 i
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2 2 ,3 4 12 0
3 2 3 3 Q 3 a
s4 18
23 ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL 23 4
27 27 Z
e 16 03
INTERIOR 26 26 U
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• 33 36 34 17 ° 20
34 G2 G1 7 15 6 0
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25
25 1 1 I 1-1/4"MIN. om Em. JK m
a 37 BELOW THE MEETING RAIL BELOWTHE MEETING RAIL 37 r BAB.T!P' cHy m � 3
14/4"MIN. 2 VER17CAL CROSS SEC71ON DRAMO No., rc
EMB,TYP. 1 HORIZONTAL CROSS SECTION 2 Shown w/2X buck FL-14911.21
g 2 Shownw/2x buck sFr 2 a 5
a '
27
�04•x. •�d4y
i
N. , m
24 ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL 24 ° RC=Z r
27 27 :Uf z
INTERIOR26
i� s
m: 24 29
-- - ---- 1 �
7 * riI oa':
3d`
"3134 3d — - — -— - - - _` -
__- _. _ _
uw oa.
•n , � °•mM m loam.
a* n 22a
d
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° v EXTERIOR G] G2 INTERIOR c' ,.hid
d 9 S� 32
9 . 37 11 NOTE2 SEE o
EXTERIOR 10 NOTE I NE
3 1 22 22 1 i t/4 MIN. 17
.14 z
1-114°MIN.
n EMI_TyP. 38 BELOW THE MEETING RAIL BELOW THE MEETING RAIL 38 EMB.TMP 9 i m y
b
t
HORIZONTAL CROSS SECTION 5 zU
3 Shown w/IX buck j Q
in
NOTE
1.LOCATE OPERATING SASH LOCKS 7.5' FRAME SHOWN WI OPTIONAL t2 0
FROM EACH IND OF THE ACTIVE FLANGE PP.THIS SHEET) Q 3 a a
MEETING RAA'FASTEN WITH(2)#8 x 3/4"
SELF TAPPING SCREWS. d '
2.LOCATE SASH KEEPER d.S'FRbM EACH' 18
END OF THE MEETING RAIL FASTEN Ia
WITH(2)#d X3/4"SCREWS. 1d —9
e 'o�
q
d 0 74 H 14 w z o
Q 19 P 0 20 �w
20 20 nn d d
G 0� 156
2 ��U 15 2
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29
.b :•. ._" .. R=, ••':4 -•p •a'. •` '•" �•,,a. v ..o . mm 10
130112 0
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DVM,Fr. JK m
3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION cm.un LFS s
2 VERTICAL CROSS SECTION DROM Na.
g
$ Optional masonry sill 3 Optional masonry sill A Shawn wllXbuck Ft-14911.21 0
5 sazr Joe 5 �
d.
zU1. ` aJ'OC dm '
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Q
MAX a ..
11
ion 'EL
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2X BUCK 23 E 0z
8
2X BUCK iXBUCK 24
2X BUCK TYP. 7
,T r2X BUCK 23
v
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b FRAME - _ 2X BUCK IX SUCK TYP. wz
FRAME z > o
n' MASONRY MASONRY MASONRY z m
" OPENING OPENING 2X BUCK 37 OPENING
i 1X BUCK 38 e ,2X BUCK 37 b ' -�, o
TYPv � n 0
' 1�" 1X BUCK 38 a
'- - TYP. - _L
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3 o
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BUCK ANCHORING FRAME ANCHORING FRAME ANCHORINGLn
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MASONRY 32."X T3"MAX. 42"X 58"MAX.
z
h
CONCRETEANCNORNOTES: W'
1.Concrete anchor locations at the comers maybe adjusted to maintain the min. o g
a edge distance to mortar Joints.
2.Concrete anchorlocations noted as"MAX.O.C.(IYP.)"must be adjusted to a
b maintain the min.edge distance to morforjalnis addlBanatconcrete anchors Z
a may be required to ensure the'MAX.O.C.(TYP.)"dimensions are not exceeded.
3.Concrete anchor table. n r
LL ANGkOR NGNOR MIN MtN C!f AkA A{ttd AL1 ARAN4t w ¢
d ..TYPE::..,• :SlZI~ ._.,EMHEDMENT' ?4 MASONRY TOADJACFN7 ro n�
a ,...;,�-:::::..,,,,...;;.,.:;,.•::�.-::::.:.:.�:: :a:a'-.a �`=:_:a>;'£DOL?:=5:-�;;:_;�;-rkNG7it?R"».:;5 a.-.O n
ITW tJ4"TAPCON�' —10130112-2" 4" z
a
a
5 ELCO s N.7 5,
ULTRACONO 7-1/4" 1" 4" sr JK
WOOD SCREW INSTALLATION NOTES: aw W. LFS �
1.Maintain a minimum 5/8"edge distance,1"end distance,S 1"o.a..spacing of aRAMexs Ira ro
wood screws to prevent the splitting of wood. FL-14911.21
a
s+Eet 4 ov 5
c
BILL Of MATERIALS `1,```�it K
1lE1N DESCRIPTION * MATERIAL 5/8'ovazALL ���0,�",•..•. „
] EXTRUDED PVC MAIN FRAME#52-2611 PVC THK GLASS
2 •EXTRUDED PVC SILL#52-2673* PVC
3 EXTRUDED PVC SASH INTERLOCK GLAZING BEAD#1257• PVC `�� 30 1/8"ANNEA1L33 ?y ys z* Q ? m
d EXTRUDED PVG MET7ING RAIL#52-2907*_ PVC
5 EXTRUDED PVC TOP UFT RAIL#52-2949' - - PVC Za, `�+ : I Y�
����''.......:.,. . H a,o m
_
6 'EXTRUDED PVC BOTTOM RAIL#52-2905' PVC a AIRSPACE �'i �`� '"'a
-----— -7-:EXTRUDED PVC STILE,#52-2905"_--- PVC 118"ANNEALED ��''F�li tT1t� �
4 EXTRUDED PVC GLAZING 4D-PERT:&'kiORi."#52=1227'====_ - =----PVG--,--. 9 o ■z i
"---
10 OPERABLE SASH LOCK#122241 - - _ 22'__ - --_ --- ---_ —_.__ Ea ?A�o
11 SASH KEEPER#12-2240 STEEL T/Tb"GLASS — H,X a_o x .=- - --
12 FIXED MEETING RAIL REINFORCEMENT#50-2608 ALUM. BTtE GT GunNG DETAR 0 0.78" a c o a a
14 LOCK RAIL REINFORCEMENT#513-2609 5/e"OVERALL a Z
15 BOTTOM UFT RAIL&SASH REINFORCEMENT#502967 ALUM. INK.GLASSaa p�
16 WINDOW SCREEN - 35 U�
17 WEATHERSTRIP PILE WAIN.187 X.270,LOCK RAIL&SASH ULTRAFAB CICI 1/$'ANNEALED
IB WEATHERSTRIP PILE W/FIN.187x.230,FIXED MEETING RAIL ULTRAFAB r,'\GLAT G BEAD z�
19 WEATHERSTRIP PILE W/FIN.187X.150.SILL ULTRAFAB .� Sashintedaak 3
2
� 20 WEATHERSTRIP VINYL BUL8.187"x.375"21 AME58URY - D AIRSPACE
22 GLAZING COMPOUND DOW#1144 SILICONE
v 23 #10X7'PP.HSMS STEEL 1!8'ANNEALED a 084 m
24 1/4"X2314'PFHELCOORIIWCONCRETESCREWSTEEL22
m 25 2X BUCK SG r-0.55 WOOD 7/16"GLASS 1
o
26 114"MAX.SHIM SPACE - BITE O. 2 a
a MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI G2 G[AZING bFTAR OS Lo a
827301 OR HOLLOW BLOCK CONFORMING.TO ASTM C90 CONCRETE y GLAZING BEAD al
24 1 1X-BUCK WOOD
=! 30 INTERCEPT SPACER STEEL aar
t 31 SASHKEEPER#12-5550-030 STEEL ate`
3 32 OPERABLE SASH LOCK#T2-SK01-100 STEEL 0'3�-I 4d
g 33 TILT LATCH#07-76625 STEEL .o v z
34 #8 X 1"PPM SMS STEEL
35 SUPERSPACER BUTYL 0.125'—
5-
cs o
36 TILT LATCH HP-1 MFG.BY ASHLAND STEELv o II I 8
37 #10 X 3"PPH SMS STEEL o 0.455--1 z
Ed
9 38 1/4"X4'PFHE.COORTTWCONCRETESCREW STEEL T2 LOCKRARTOP LOCKMEETINGBAIL BOTTL3MUPTRAILdSASH o0
Retnfaraement t,�',f-,LOCK
Refniorcement '"
•THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOW$ARE TO BE PRODUCED w w
BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR.RIGID PVC EXTRUSIONS". q
i,
0.065"- jo b N~ n
O.a65' T— _L L r�r�Ot� � ao� 10130112 0
WAM N,T.S. a
Optonot flange owc Br, JK a
OpfionalFlange ax an 1 3
/��1 EXTRODED PVC SII1E / i FXTRUDED PVC TOP UR RAR PVC A!N FRAMF PVC SILL ORO=xo:
EXTRUDED VC ROMM RAR n FXTR IDED PVC MEETING RAIL -
---�`� FL-14911.21 0
B +cis B aF 5 �
c —
Florida Building Code Online Page 1 of 3
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rid"p Cepai m?rtt4 SCIS Home Log In i User Registration Hot Topics Submit Surcharge stats&Fads i Publications FBC Stell; BCIS Site Map } Links t Search f
3usineS
Professi II I I Approval
USER:Public User
�I
Regulation
lj� Yt� Product Approval Menu>Product or Aoolication Search>Application List>Application Detail
r+ pli' e " R� FL# FL14911-R7
1:
Application Type UApproved
l
Code Version
Application Status
Comments
r
Archived
Product Manufacturer Silverilne Building Products Corp.
Address/Phone/Email One Siiverline Drive
North Brunswick,NJ 08902
(800)234-4228 Ext 4644 jl
Jonberrian@sibp.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
i
Technical Representative Jon Berrian
Address/Phohe/Emall One Siiverline Drive ((
North Brunswick,NJ 08902
(732)435-1000 �!
,jonberrian@sibp.com I
Quality Assurance Representative
Address/Phone/Email 4
t,I
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer 1!
W! Evaluation Report-Hardcopy Received
J
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 10/21/2016
Validated By Ryan J.King,P.E. I
Validation Checklist-Hardcopy Reclelved
aI
Certificate of Independence FL14911 R7 COI Certificate Of Independence f2 df
Referenced Standard and Year(of Standard) Standard ' ear
I Y
II
AAMA/WDMA/CSA/101/I.S.2/A440 I 2008
AAMA/WDMA/CSA/1 01/I.S.2/A440 2011
ASTM D1929 1996
ASTM D2843 1993
ASTM D635 1996
ASTM D638 1996
ASTM E1886 l 2005
ASTM E1996 2009
ASTM G26 it 1995
TAS 201,202 and 203 1994
i
I
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Florida Building Code Online i Page 2 of 3
i
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer&Architect
FL14911 R7 Eauiv Eauivalencv Of Standards.odf
Sections from the Code
Ir
Product Approval Method Method 1 Option D
Date Submitted 04/02/2015
Date Validated 04/13/2015
Date Pending FBC Approval 04/16/2015
Date Approved 06/23/2015 �I
I,
Summary of Products
Go to Page Page t/2
FL# Model,Number or Name Description
14911.21 u'.Series 70 Model 2127 Extruded Vinyl Single Hung Window-Flange
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 11 Inst 14911.21.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes .
Design Pressure:N/A Evaluation Reports
Other:See INST 14911.21 for Design Pressure Ratings, FL14911 R7 AE Eval 14911I:21.pdf
any additional use limitations,Installation Instructions and Created by Independent Third Party:Yes
product particulars.
14911.22 v.Series 70 Model 2127 Extruded Vinyl Single Hung W)ndow-Nailing Fin
Limits of Use Installation Instructions I 1
I
Approved for use in HVHZ:Yes FL14911 R7 11 Inst 14911.22.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Parry:Yes
Design Pressure:N/A Evaluation Reports Ii
Other:See INST 14911.22 for Design Pressure Ratings, -FL14911 R7 AE Eva]14911:22.pdf
any additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
14911.23 w.Series 70 Model 2127 Extruded Vinyl Single Hung Window-Flange
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 11 Inst 14911,23.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports 1''
Other:See INST 14911.23 for Design Pressure Ratings, FL14911 R7 AE Eva]14911.23.12df
any additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars. i,
14911.24 x.S 2900/4900-M 2901/4901" Single Hung Extruded Vinyl Window with Nailing Fin
Limits of Use Installation Instructions'I
Approved for use in HVHZ:Yes FL14911 R7 11 Inst 14911.24.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Parry:Yes
Design Pressure:N/A Evaluation Reports I'
Other:See INST 14911.24 for Design Pressure Ratings, FL14911 R7 AE Eva[14911I.24.odf
any additional use limitations,Installation instructions and Created by Independent Thilyd Party:Yes
product particulars.
14911.25 y.S 2900/4900-M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fin
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 11 Inst 14911125.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design.Pressure:N/A Evaluation Reports
Other:See INST 14911.25 for Design Pressure Ratings, FL14911 R7 AE Evai 14911.25.pdf
any additional use limitations,installation instructions and Created by IndependentThlyd Party:Yes
product particulars.
Go to Page n Page 2/2
I
I.
'i
https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquZRj59%I2fDrx2lbtd... 7/1/2015
Silver Li ne -
byMdersen a
WIN D-0WS--• -D00R- S ',�> ...,
5325'htA)C.QVERALL FLANGE WIDTHJK
-- — _ 52.W MAX OVERALL FRAME WIDTH _
Z m a
SERIES 70 - MODEL 2127FL
EXTRUDED VINYL SINGLE HUNG WINDOW
a
wi or w/ov# FLANGE z p A
'WON-IMPACT' z
I jtr
� � a
zw
3 GENERAL NOTES
H 1. This product has been evaluated and Is in compliance With the 5th Edition 12014)Florida Building ` a tl
Code(FBC)structural requirements Including the"High Velocity Hurricane Zone"(HVHZ). 'o p
a2 'Product anchors shad be as listed and spaced as shown on details.Anchor'embedment to base
material shall be'beyond wall dressing orstucco. c $
3. When used in the"HVHT'this product is required to be protected with an impact resistant ^ X m
s covering that compiles with Section 1626 of the FBC. j o
d. When Used in areas outside of the'1 tVttP requiring wired bo
me debris protection this product Is a
o required to be protected with an impact resistant covering that complies with Section 1609.12 r a
of the FBC. N o tfi
S. For N stud framing corisfruciion,anchoring of these units shall be the same as that shown for 2x z En
x
buck masonry construction. q
6. Site conditions that deviate from the details of this drawing require further engineering analysis m
by a licensed engineer or registered architect. 4
0 5[C Z
$ 7. ThboroductmeetswaterinFttrationrequirementsfor"HVHT'. �n P
z
TABLE OF CONTENTS r%Aur �rPRAIvtE oft o�� �� N x
B SHEET# DESCRIPTIONb1ntFsf_o1y„pr ±McNs►oM,�TdrnnENsigft.ubxfFut� i� f N-z
1 Typical eleva On,design pressures&general notes. 53.25"x 63.58" 52.00^x 62.50" 47.69"x 26.25' y+b2,$_ _b5 p 70 30 121.
2 Horizontal&vertical cross sections G1,G2 N.T.S 9
- 3 Horizontal&vertical cross sections 53.26'x 74.6t* 52.00^x 73.00" 47.64"x 33.So" +55.0 -60.0 '
ow;s JK m'
4 Buck and frame anchoring tlr�e" tFs �
5 1 Bid of materials,glazing details&components °""'""`Nit` m
FL-14911.21 0
{
sstsa Z a 5 �
a
t
C27)--- •```�`` ..
'%
d NOTE: 24 ° a 6+� o o;.J:ti r"1
_ 1.LOCATE OPERATING SASH LOCKS 7.5" j k d Yz r
FTH
FROM EACH END OE ACTIVE T — %d)*.
f MEETING RAIL,FASTEN WITH(2)#8x3t . �:, z �O' E m
SELF TAPPING SCREWS. 25 23 i��'} «. ��•'ti�� o m¢
j 2ENDOPjHEMESASH Ef1NGRAILER 6S FFASTEN OM EACH `, i`ff *..pf
•t`�;,�` z o m d
----- WITH(2)#6x314"SCREWS 0 2b t 0 N o z
2- -- - — --
_ ---- - Q o°
!i/ --- -- — w 5
--
c 4——
6
oax
hl EXTERIOR GI G2 INTERIOR a` �a
f
SEE
AOTE
X 31 11 NOTE 2EE $ y
17 ,_'_' t �
74 z
p �U
to r
2 2 r3--,(-4 12 U a of z
3 2 31- 3 3 ajll a
4
23 ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL 23 3$
27 27 o
Z
0
16 S
2b INTERIOR 26 P S
q... 1719
`.v a 0
33 3d 34 U w 2 fn34 G2 G1 7 15 20 o
2
R a iMFJ .
e a M 40 174
25
24 c�v�< t
o d.. � �
O D / z
24 EXTERIOR 24 c<. DAM 10130112
25 1 1 25 q.: ° 27 N.T.S. 0
1-IMMIN. v' . '+ " i>rm or. JK
1 114`MIN. 37 BELOW THE MEETING RAIL BELOW THE MEETING RAIL H7 EMB.TYP. Q am im LFS 3
EMB.TYP. 1 NORITONTAL CROSS.SECTION VERTICAL CROSS SECTION m:wwwo Mi n
2 Shown wl buck 2 Shown w!2X buck FL-14911.21 0
a sr�r�2 aF 5
1i
NA ..,p'.
e a
40
Zd ABOVE THE MEETING RAIL ABOVE THE MEEIINGRAIL24 _Q a `. - '' ' Q•A-
27
27 a :.:aE_z
�' �
z rc':O 'a m
. . rte• =1���
' INTERIOR �i�}•�' ..
-----:---_ • �� _X26 26 24 29 .� k 1f�pop
33 3b =3d.-_--_ 17 . 26 9 9 tl x Z G
0
v 22mdaW
9 0
Ll 14
EXTERIOR INTERIOR a°-
b GI G2
SEE 32
m c ' 9 EXTERtOR 9 `. v 31 11 OTE2 10 SEE o m
1 22 22 1 17 NOTE 10
a 1-1/,CMIN. 1-11rMIN. 14 z } -WE
a '
38 BELOW THE MEETING RAIL BELOW THEMEEINGRAIL 38 EM8TYP.
9
x
1 HORIZONTAL CROSS SECTION O' �
s NOTE 3 Shown w/SXbuck 12 c
1.LOCATE OPERATING SASH LOCKS 7.5' FRAME SHOWN W/OPTIONAL
o
FROM EACH END OF THE ACBVE FLANGE(TYP.THIS SHEET) Q 3 a, a
MEETING RAIL,FAM WITH(2)#8x3/4"
SELF TAPPING SCREWS. x,
d d
2 LOCATE SASH KEEPER 60 FROM EACH 18
END OF THE MEETING RAIL,FASTEN
3 WRH(2)#6X3/4•SCREWS.
a 16 ac�
O 19 p 19 Cs
19 Q p b 20 N a ,
20 20 b o o x
�--� �•---�
2
�-•—�'f—••fit
a. 2
13
I�r� 26 26
•.T _
29 N m a
.f, •: T`., •�: y,p 6*, n�'� i:e' t '.:• . 4 ? i Q 39 o
o ,'� . .'•a� d ,
—10130112
z
a s stxe N.T.S.
oxo,ern JK m
3 VERTICAL CROSS.SECTION �4 VERTICAL CROSS SECTION aiw LFs ;
z 3 Optional masonry sill 3 Opfianal masariry sTI 2 VERTICAL CROSS SECTION DPAW NO. �
i 3 Shown w/1X buck FL-14911.21 0
5
srlExr
-L OF-A-
R
'5d.
A . ••.
m
4° 1
6"MAX "� o
tA
TYP
2X SUCK 23 ' — — — n $z
2X BUCK I X BUCK 24 40 — d
2K BUCK TYP. �+ � '
2X BUCK
3
ry — IXBUCK 24 c w
3 FRAME — — 2X BUCK — TV Z c'
n FRAME z o
n MASONRY �, MASONRY MASONRY
OPENING OPENING 2X BUCK 37 OPENING
1 X BUCK 38 G 2X BUCK 37 o
(_ IX BUCK 38
TYP.' }m
BUCKANCHORING FRAMEANCHORING FRAMEANCHORING
MASONRY 52."X 73"MAX. 42"X 58"MAX. +9 0 0
z w
LL CONCREfEANCHORNOTES: o I
1.Concrete anchor locations at the comers may be adjusted to motnfaln the thin.
a edge distance to mortar joints,
2.Concrete anchortocaflons noted as MAX O.C.(I )"must be adjusted to o
maintain the min.edge distance to mortarjaints,additional concrete anchors z� z
a maybe required to ensure the"MAX.O.C.{TYP.)"dimenstons are not exceeded.
3.Concrete anchor table:
.�fN.GHQ$t;,'fiJGHGYR: <:.:i;.iMtNS%: itttN; tL�Ak tNtr ;i:;A JN .AWN.9 N g o
a .....T 1'E.,..; ,;�IIE ._. EMBEDMENT`;_,7O IlQASONRY X'OAOJ/10ENT nw
, m
z
$ ............._............_.__.......... :............ .__...Ef)GB:.?aA�='=iii?fN.GNOR ';;
ITW
o TAP.CON® i!4" 1-114" 2" 4" VAT&10 JO 12 z
5 ELCo srue N.T.S. 9
UtTRACONe 114" 1-114" 1" 4" owo.er JR m
WOOD SCREW INSTALLATION NOTFS: �` LFS ;
m
T.Maintain a minimum 318"edge distance,Vend distance,3 1"o.c.spacing of: °R"YAN°�°` n
wood scmws to prevent the splitting of wood. FL-1491 i.21 0
A.of 5
a
r
BILL OF MATERIALS
ITEM DESCRIPTION ...........
MATERIAL •%N-k
1 EXTRUDED PVC MAIN FRAME#52-2611 518'OVERALL
PVC THK.GLASS
2 EXTRUDED PVC SILL#52-2673*
PVC
330
EXTRUDED PVC SASH INTERLOCK GLAZING BEAD 01257• PVC aC1 I/8'ANNEALED 0
4 EXTRUDED PVC MEETING RAIL 452-2907*
PVC
5 EXTRUDED PVC TOP UK RAIL#52-2949- PVC
6 EXTRUDED PVC BOTTOM RAIL#52-2905=
Pvc AIRSPACE d;j
--7-- EXTRUDED-PVC STILE#52-2905- PVC .0 r�, z
I/8'ANNEALED
-"----EXTRUD PVC GLABNG-BEAD'(VERT;&HOR7;)#52zl227�*--�----
9
10 OPERABLE SASH LOCK#12-2241 z
11 SASH KEEPER#12-2240 STEEL7/16°GLASS
cj
12 FIXED MEETING RAIL REINFORCEMENT#50-2608 ALUM. 4� 0.78 o M IL IL
14 LOCK RAIL REINFORCEMENT#50-2609 ALUM.
15 B01TOM LJFr RAIL&SASH REINFORCEMENT#5D-2967 5X OVERALL
ALUM. F- THK.GLASSa16 WINDOW SCREEN 9
17 WEATHERSTRIP PILE W/FIN.187X.270,LOCK RAIL&SASH(ULTRNFAB) 35 TT
18 WEATHERSTRIP PILE WIFIN.187 x=FIXED MEETING RAIL(ULTRAFAB) 1, I/F'ANNEALED 3 -6 IWG BEAD
912
19 WEATHERSTRIP PILE W/FIN.187x.150,SILL(ULTRAFAB) 3t:
C3
20 WEATHERSTRIP VINYL BULB.1 87'X.375'0(AMESBURY) 2
AIRSPACE
22 GLAZING COMPOUND JDOW#I 199) SILICONE
N 23 I#l0X7'PPHSMS - STEEL I ' ---1ffl'ANNEALED
24 1 14'X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW22
STEEL
25 2XBUCK SG>--0.55 WOOD 7116 LASS
iJ
A 26 1/4'MAX.SHIM SPACE GLAZING DETktL 0.0s,
CONCRETE
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 GLAZING READ
27 ml
29 lXBUCK WOOD
30 INTERCEPT SPACER STEEL
31 1 SASH KEEPER#12-5550-030 STEEL 0.88'
910.34"—
32 l
1 OPERABLE SASH LOCK#12-SK01-100 STEEL d
33 TILT LATCH#07-76625 STEEL Ll I
34 48 X I"PPH SMSSTEEL
35 SUPERSPACER BUTYL T—6� 0.126'
en
36 TILT LATCH(HP-1 MFG.BY ASHLAND) STEEL z
o
(A
37 #10X3'PPHSMS STEEL
K RAIL TOP 1015 Ix
38 114"X 4'PFH ELCO OR 'CONCRETESCREW STEEL �12 P 4 _CKMEEVNGRAIL
fTW AME IG RAIL BO LIFT RAIL SASH
Reinforcement ORshfacement KmOrCeMent
THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED It!
By EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". Q,
2.67' 2.69' -x
FF
ray
I.16• C4
In 0.061
10130112
0.067 1.16" 0,06S' T— F LIZ I I I
&
L samb N.T.S.
mm By, JK
Optional Flange cw_B* us
1-- 4', Opfioncd Flange
o75 G��UDIQPVCIIIIE CS-�EXTRUDED C�IOUFI &I PVCMAINFRAME PVCSILL DROM NOPL-14911.21
C, 13
9W 5 OF 5
Florida Building Code Online Page 1 of 5
j
!I
;C
� " � Ear�• rw� �� �
Ism-
Floildal
Depailme lt! SCIS Home i tog in #user Registration Hot Topics C Submit Surcharge Stats&Facts { Publications FBC Staff i SCIS Site Map Links Search I
Business� I
Profess I USER PuoicUser t 'I
Regulation
1.1113 Product AnorWal Menu>Product or Aoolicatlon Search>Anolicat'on List>Application Detaif
FL# FL14918-R3
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived C
- Product Manufacturer Silverline Building Products Corp.
1I
Address/Phone/Email One Siiveriine Drive- 4
North Brunswick,NJ 08902
(800)234-4228 Ext 4644
Jonberrian@sibp.com
.I
Authorized Signature Vivian Wright
rickwg rwbldgconsultants.com
I
Technical Representative Craig Calderone
Address/Phone/Email 1 Sllveriine Drive
North Brunswick,NJ 08902
(732)435-1000
CralgCalderone@silverlinewindow.com
ii
Quality Assurance Representative
Address/Phone/Email
i'
Category Windows
Subcategory Fixed j
I'
I
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
1A Evaluation Report-Hardcopy Rec elved
it
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. j.
the Evaluation Report I J
Florida License PE-43409 4
i
Quality Assurance Entity Window and Door Manufacturers Associatlon
Quality Assurance Contract Expiration Date 10/21/2016 I
Validated By Ryan J.King,P.E. i
Validation Checklist-Hardcopy Rreceived
Certificate of independence FL14918 R3 COI CERTIFICATE of INDEPENDENCE pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA101/l.S.2/A440'i 2011
AAMA/W DMAICSA101/i.S.2/A440'' 2008
ASTM D1929I 1996
ASTM D2843 1993
ASTM D635 1996
ASTM E1300 2004
ASTM E1886 2005
ASTM E1886 2002
ASTM E1996 2009
ASTM E1996 2005
r�
„I
r
bttvs://floridabuilding.org/pr/pr apt)_dtl.aspx?pararn=wCEVXQwtDquZRj59%2fDrx23OO... 7/1/2015
Florida Building Code Online Page 3 of 5
ii
Design Pressure:N/A Evaluation Reports
Other:See INST 14918.5 for Design Pressure Ratings,any FL14918 R3 AE Eval 14 18.15j3df
additional use limitations,Installation Instructions and Created by Independent Third;Party:Yes
product particulars.
14918.6 f.Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture
1 2953/4943-4953 Window with Nailing Fin
Limits of Use Installation Instructions j
Approved for use In HVHZ:No FL14918 R3 11 Inst 14918,6.pdf
Approved for use outside HVHZ:No Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party: No
Design Pressure:N/A Evaluation Reports 11
Other:This Product Is No Longer Offered by SlIverlIne FL14918 R3 AE Eval 149181.6.pdf
Building Products,Corporation(See 14918.6-2010 FBC Created by Independent Third Party: No
version for Historical Documents regarding this Approval)
14918.7 g.Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill(Reinforced Integral
2953/4943-4953 Mullion)Triple Picture Wlndow with Nailing Fin
-- I
Limits of Use Installation Instructions j
Approved for use In HVHZ:No FL14918 R3 11 Inst14918.7;.pdf -
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 14918.7 for Design Pressure Ratings,any FL14918 R3 AE Eval 14918.'7.pdf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
h.Series 2900/4900 Model 2941- Extruded PVC Picture Window;91
14918.8 -- 2951 4941-4951
Limits of Use Installation Instructions
Approved for use in HVHZ:No FC14918 R3 If Inst4918118Lodf
Approved-for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Thl rd Party:Yes
Design Pressure.N/A Evaluation Reports
Other,See INST 14918.8 for Design Pressure Ratings,any FL14918 R3 AE Eval 14918.8.pd
additional use limitations,Installation instructions and Created by Independent Third Party:Yes
product particulars.
14918.9 i.Series 2900 Model 2941-2951 Extruded PVC"Impact"Picture Window
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL14918 R3 11 Inst 14918,9.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schrhidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports I I
Other:See INST 14918.9 for Design Pressure Ratings,any FL14918 R3 AE Eva]1491'8,9.pd
additional use limitations,Installation instructions and Created by Independent Third Party:Yes
product particulars.
C1
4918 1J.Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin-
Limits of Use Installation Instructions'';
Approved for use In HVHZ:Yes FL1491B R3 11 Inst'14918110j)d
D
Impact
c:
tResistant:
R!
e! ide HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
sis!
t!
a n!.
N�
0>
Impact Resistant:No Created by Independent Third Party:Yes
Design
ressure!
.N/A
Design ressure:N/A Evaluation Reports
Other.,See INST 14918.10 for Design Pressure Ratings, FL14918 R3 AE Eval 14918,10.12df
any additional use limitations,Installation Instructions and Created by Independent Third Party:Yes
product particulars.
14918.11 k.Series 2700 Model 2730 Extruded PVC Picture Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14918 R3 11 Inst 14916.1 l.r)df
Approved for use outside HVHZ.Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure,N/A Evaluation Reports
Other:See INST 14918.11 for Design Pressure Ratings, FL14918 R3 AE Eval
any additional use limitations,Installation Instructions and Created by Independent Third Party:Yes
product particulars.
14918.12 I.Series'5800 Model 5 810 Extruded PVC Fixed Windo'il�/Sidellte with Flange
Limits of Use Installation Instructions j
Approved for use in HVHZ:No FL14918 R3 It Inst 1491'8,1Zpd
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure.N/A Evaluation Reports I
Other:See INST 14918.12 for Design Pressure Ratings, FL14918 R3 AE Eval 14918.12.pdf
any additional use limitations,Installation Instructions and Created by Independent Third Party:Yes
product particulars.
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SHEETB DESCRIPTION FIM FRAME (y t 0 z o
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7 Typical elevation,design pressures&general notes "' """ "" """"" o
2 Hor¢ontal&vertical cross sections
63.48"x 77.48" 60.00"x 74.00" 55.00"x 69.00" G2 +60.0 .60.0 Sr•ic. N.T.S. 3
3 Horizontal&vedlcal cross sections ,
Gwa Br: KV m
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98.48"x 57.48" 95.00"x 54.00" 90.00"x 49.00" G1 +50.0 -50.0 d
5 Bill of materials,glazing detail&components ctuwwG NG.:
FL-14918.10 0
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20ll R.W.Bl11LDINDDNeIJLTANTB INC. REVISIONS CROSS SECTIONS lit Phone No.: 813.859.9197
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I °1 PICTURE WINDOW P.E. No.143409 piss/0 � ��`
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EO T x in\ 1 3 28 13 REVISED SILCONE DESCRIPTION LFS tl L P.C. 9oK 230, Valrico, FL 33595.
Imo: o to HORIZONTAL k VERTICAL
NO DATE BY CROSS SECTIONS Phone No.: 873.659.9197
REVISIONS FBPE C.A. No. 9813
®2011 R.W.BIIILDIND CCNe11LTA s INC.
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2X FRAMING M BE DESIGNED ���� r�i a
BY THE ENGINEER OR ARCHBTCT Qr �• j u°,
OF RECORD BASED ON WIND LOADS
AND THE CLADDING BEING USED.
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mofntctn the mtm edge dtstonce to modarlofnfs addBionat'concrete anchors H N.
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FL-14916.10
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ITEM'DESCRIPTION MATER/AL n
A IX BUCK SG>=0.55 WOOD
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B 2X BUCK SG-0.55 WOOD
C MA)C 114"SHIM SPACE
D, 1/4'X2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE .319'
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90tt d;;d
H 114'X 2-3/4-HH CONCRETE SCREW STEEL 8 V)..z C4 .
1 EXTRUDED VINYL PVC PICTURE WINDOW FRAME WITH FLANGE BY SILVERLINE#2701 VINYL co xoq
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4 EXTRUDED VINYL PVC PICTURE WINDOW POCKET FILLER-BYSILVERLINE-#4117-s- v)
INTERCEPTSPACER STEEL
7 GLAZING COMPOUND(TREMCO 30-5400) SILICONE1.30' E* o z
ZING READ
8 48 X 1-1/2"PPH SMS STEEL GLA
9 #8 X T PPH SMS STEEL
10 SETTING BLOCK SILICONE
*THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY
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+ r FL# FL1491 B-R3
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Application Type Revision
Code Version 2014
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Application Status Approved
Comments j
Archived
-.Product Manufacturer Silverline Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902
(800)234-4228 Ext4644
Jonberrian@slbp.com f
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Authorized Signature Vivian Wright
rickw@ rwbidgconsuitants.com
Technical Representative Craig Calderone
Address/Phone/Email 1 Silverline Drive
North Brunswick,NJ 08902
(732)435-1000 it
CraigCalderone@silverlinewindow.com
Quality Assurance Representative
Address/Phone/Email
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Category Windows
Subcategory Fixed
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
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Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
the Evaluation Report j
Florida License PE-43409
Quality Assurance Entity Window and Door Manufacturers Association
Quality Assurance Contract Expiration Date 10/21/2016 "I
Validated By Ryan J.King,P.E.
�1 Validation Checklist-Hardcopy Received
Certificate of Independence FL14918 R3 COI CERTIFICATE of INDEPENDENCE.pdf
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Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA101/I.S.2/A440 2011
" AAMA/WDMA/CSA101/LS.2/A440 2008---
ASTM
008--ASTM D1929 1996
ASTM D2843 I� 1993
ASTM D635 i,i 1996
ASTM E1300 j 2004
ASTM E1886 2005
ASTM E1886 2002
ASTM E1996 I` 2009
ASTM E1996 2005
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Design Pressure:N/A Evaluation Reports
Other:See INST 14918.5 for Design Pressure Ratings,any FL14918 R3 AE Eva[14918—.1—
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
14918.6 f.Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture
2953/4943-4953 Window with Nailing Fin I i
Limits of Use Installation Instructions I'
Approved for use in HVHZ:No F1,14918 R3 11 Inst 14918 6.pdf
Approved for use outside HVHZ:No Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Thi Id Party: No
Design Pressure:N/A Evaluation Reports
Other:This Product is No Longer Offered by Silverline FL14918 R3 AE Eva[1491 .6.1)d
Building Products,Corporation(See 14918.6-2010 FBC Created by Independent Thiii1d Party: No
version for Historical Documents regarding this Approval)
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14918.7 g.Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral
2953/4943-4953 Mullion)Triple Picture Window with Nailing Fin
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14918 R3 11 Inst 14918.7.Ddf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by IndependentThirtl Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 14918.7 for Design Pressure Ratings,any FL14918 R3 AE Eva]14918I7.Ddf
additional use limitations,installation instructions and Created by Independent Thl�d Party:Yes
product particulars.
14918.8 h.Series 2900/4900 Model 2941- Extruded PVC Picture Window
2951 /4941-4951
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14918 R3 11 Inst 14918i8.Ddf
Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports k
Other:See INST 14918.8 for Design Pressure Ratings,any FL14918 R3 AE Eval 14918.8.Ddf
additional use limitations,Installation instructions and Created by Independent Third Party:Yes
product particulars.
14918.9 i.Series 2900 Model 2941-2951 Extruded PVC"Impact"Picture Window
Limits of Use Installation Instructions !i
Approved for use in HVHZ:No FL14918 R3 11 Inst 14918.9.Ddf
Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports !I
Other:See INST 14918.9 for Design Pressure Ratings,any FL14918 R3 AE Eval 14918.9.pdf
additional use limitations,installation instructions and Created by Independent Thi rd Party:Yes
product particulars.
4918. _j.Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14918 R3 11 Inst 14916 10.Ddf
tside HVHZ:Yes Verifled By: Lyndon F.Schmidt,P.E.43409
mpact Resistant:No Created by Independent Third Party:Yes
Design ressure:N/A Evaluation Reports
Other:See INST 14918.10 for Design Pressure Ratings, FL14918 R3 AE Eval 149118.10.pdf
any additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
14918.11 k.Series 2700 Model 2730 Extruded PVC Picture Window
Limits of Use Installation Instructions;
Approved for use in HVHZ:Yes FL14918 R3 11 Inst 14918.11.Ddf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports I I
Other:See INST 14918.11 for Design Pressure Ratings, FL14916 R3 AE Eva[14918.11.Ddf
any additional use limitations,installation Instructions and Created by Independent Thil-d Party:Yes
product particulars. ,
14918.12 1.Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Flange
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14918 R3 11 Inst 14918J12.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports Irl
Other:See INST 14918.12 for Design Pressure Ratings, FL14918 R3 AE Eval 14918.12.pdf
any additional use limitations,Installation Instructions and Created by Independent Third Party: Yes
product particulars,
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covering that complies with Section 1626 of the FBG 1n
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TABLE OF CONiENTS
OVERALL bVERAlt. MAX GLASS. DESfGNPRESSURF(PStJ: "' o a
n SHEET# DESCRIPTION FIN FRAMI ALO �,PE Z a
1 Typical elevation,design pressures&general notes AIMENSION bIMENSIgm. DIMENSION „„, POSIiTYF N GATlV DAM 1 1/09/11 3
63.4W x 77.48" 60.00"x 74.00" 55.00"x 69.00" G2 +60.0 -60.0 SUE, N.T s.
2 Horizontal&vertical cross sections J
3 Horizontal&vertical cross sections owc.ef: KV m'
4 Buck&frame anchoring cNK BY.. LFS 3
98.48"x 57.48" 95.00'x 54.00" 90.00"x 49.00" G7 +50,0 -50.0 rc
5 Bill of materials,glazing detail&components DRAWING No
F7_-14918.10 0
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n to 1 v y 2 3/20/15 UPDATE TO STH ED._(2014) FBC JK PART OR ASSEMBLY: BUILOINO CONSULTANTS, INC.
m Irl\ 1 3 28 13 REVISED SILCONE DESCRIP77ON LFS BY „P.O. Box 230, Valricq, FL 33595
lu < HORIZONTAL & VERTICAL
NO DATE Phone No.: 813.659.9197
REVISIONS CROSS SECTIONS FBPE CA No. 9813
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tn' 1n N0. DATE BY HORIZONTAL k VERTICAL •0 ''phone No.: 813.659.9187
CROSS SECTIONS
REVISIONS �FBPE C.il No. 9813
Qj 20 11 R.W.9YILDrNa DaNaatYMM INC.
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BY THE ENGINEER OR ARCHITECT ��•' 'jy
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WOOD SCREWtNSTAtlA7ION NOTII: - DRAWING Na.: s
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SHEET .4 of 5
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TTEM,DESCRIPTION MATERIAL m .•
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A 1X BUCK SG>=0.55 WOOD �.z n
B 2X BUCK SG>=0.55 WOOD =(f:u * oE = d�
C .MAX.1/4"SHIMSPACE - � Z Q;/O` m
D 1/4"X 2.3/4"PFH ELCO OR[TW CONCRETE SCREW STEEL �'• 3.n n
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 318" ' `�Zl ren
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 STEEL ,''���� "•, °r)m Z
H 1%4"X 2-3/4"HH CONCRETE SCREW
1 EXTRUDED VINYL PVC PICTURE WINDOW FRAME WITH FLANGE BY SILVERUNE#2701• VINYL 5' - °.
2 EXTRUDED VINYL PVC PICTURE WINDOW GLAZING BEAD BY SILVERLINE#2217' VINYL g 9 0`o a
-- - -- °p ma-a�
-_ -4- EXTRUDED VINYL-PVC
5000-
-PICTURE-WINDOW-POCKET-FILLER BYSILVERLINE;#4117 ——
6 INTERCEPT SPACER STEEL 'a
7 GLAZING COMPOUND(TREMCO 3D-S400) I SILICONE F- --130' I ; '20 y�
8 #8'X 1-1/2"PPH SMSSTEEL f�1 GLAZING BEAD
9 #8 X 2"PPH SMS STEEL LJ �y.1 POS
10 SETTING BLOCK SILICONE
z
'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY
EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS."
z 3�
0
fes-
2.650 k� 31
9 I'
In J
O EL ()
K
�
0- Q
0 ti m
0.07" 0
10 o Z
In
Z
5/8"THICK GLASS 5/8"THICK GLASS " o
6 D i rn
5/3T ANNEALED 3/16'ANNEALED ,
w o �cn
2 AIR AIR
5/32'ANNEALED o 3116P ANNEALED 'C
w
7/16" 7/16"
GLASS BITE 6 GLASS BBE 6
E w' Z a
D
GLAZING DETAIL GY GIAIING DETAIL T FRAME WITH FIN ' 11 O9 t 1 E
G1SCAM N.T.S,
91DWG.BY, KV 01
_ CRIL Bn LFS 3
DRAWING NO.:
FL-14918.10 0
SNEEY 5 or 5
D
G
r1'
(I
l
MIAMI DADE
MFAiVII=DADS COUNTY
PRODUCT CONTROL SECTION
;11805 SW 26 Street,Room 208
DEPARTMENT Or REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)31 5-2590 F(986)315-2599
N CEPTANCE OA `www.miamidade.agyleconomy
GT Industries Inc. !`I
1070 Technology Drive,
orth Venice,F1.34275
SCo . i'
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials.The documentation submitted has been reviewed and accepted by Miami
::-iDade County RER-
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dad e County Product Control
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
p p p ( g and the AHJ may
perform m the accepted manner, the manufacturer will incur the expense of such testin
immediately revoke,modify,or suspend the use of such product or materialwithin their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control,
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building
Hurricane Zone.
DESCRIPTION:DESCRIPTION:Series"SGD 2500"Aluminum Sliding Glass-Doors w/wo
Reinforcements—Nan-Impact l
APPROVAL DOCUMENT:Drawing No.757 Rev N,titled"Alum Sliding Glass Doors-Non-Impact",
sheets 1 through 16 of 16,prepared by manufacturer,dated 09-08-04 and last revised on on 05/29/15,signed
and sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control,Revision stamp with the
Notice of Acce tancemumber and expiration date by the Miami-Dade County Pro,'duct Control Section.
MISSILE IMPACT RATING:None:Approved Hurricane Protection devices,complying w/FBC,as
a . .licable are required. l,)
Limitations: 1. Use of Table 1 requires'No reinforcements. Vii!
2. Use of Tables 2 and 3 require full reinforcement per sheets 7&4 of the drawing.
3. Egress operable doors must comply with min clear width per FBC,as applicable.
4. Max VV nominal airspace is applicable for I.G.glazing.withTruseal Duraseal spacer.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and
series and following statement: "Miami-Dade County Product Control ApprovedtttI noted herein.
11
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use,and/or manufacture of the product-or process.Misuse of this NOA as an endorsement of
any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to
comply with any section ofthis NOA shall be cause for termination and reinoval!l'of NOA.
ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then
it shall be done in its entirety. j r
INSPECTION:A copy of this entire NOA shall be provided to the user by the m anufactuuer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA 912-0726,03 and consists of this page 1 and evidence pages E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I• Chands,P.E.
hitAMl RADE Cau�trr NOA No.15-0609.10
I Expiration Da te:'May 22,2018
`ley Approval Date: August 13,2015
Page I
'I
!
PGT Industries Inc. I
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
!
A. DRAWINGSt
1. Manufacturer's die drawings and sections(submitted under files below).
;I
2. Drawing No.757 Rev N,titled"Alum Sliding Glass Doors XT_
.Sliding sheets 1 through 16
of 16,prepared by manufacturer,dated 09-08-04 and last revised on on 05/29/15,signed and
sealed by Lynn Miller,P.E. I
B. TESTS (submitted under files 912-0726.03/#11.-1018.11/#08-0213.03)
1. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94.
4)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94
Along with marked-up d. rawingsandinstallation di_agram of aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory, Inc.,Test Report No F,TL-5095,dated 12-13-
06,signed and sealed by Edmundo Largaespada,P.E.
2. Additional test reports,Test report No.FTL-3102,FTL-3116,FTL-3117,FTL-3596,
FTL-4273,FTL-4275 and FTL-4277 per FBC,TAS 202-94!(formally SFBC,PA 202-
94),issued by Fenestration Testing Laboratory,Inc. (Transferred from file#04-
1210,05/08-0213.03).
C. CALCULATIONS ��
I. Anchor verification calculations and structural analysis dated 05/29/15,complying
with FBC-214(5th Edition),prepared by PGT,signed and sealed by Lynn Miller,P.E.
2. Glazing complies with ASTME-1300-02&-04.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
L�
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5th edition) 'and letter of no financial
interest,prepared by PGT,dated 05/29/15,signed and sealed by Lynn.Miller,P.E.
2. Letter of lab compliance,part of the above test reports. i
G. OTHER
1. This NOA revises NOA 412-0726.03,expiring May 22,2012.
las NOA associated
7-� an;d#01\.4-1220.05
3. Testp�posals No(s)072245 and#04-0404 approved byBCCO. .
!' shaq 1.Chanda,P.E.
Product Control Examiner
I NOA No.15-0609.10
Expiration Date: May 22,2018
A,'pproval Date: August 13,201.5
E-1 f�'
GENERAL NOTES: NON-IMPACT SLIDING GLASS DOOR
1.GLAZING OPTIONS:
B.3118'
-TEMPERED GLASS.TEST REPORTS FTL-3116,FTL3117,FTL-4277 AND FTL-6005,
C.1/4'TEMPERED GLASS,TEST REPORT FTL-3102.
D,618"INSULATED GLASS(I.G.);(2)LITES OF 3116"TEMPERED GLASS WITH A 1/4'AIRSPACE.TEST REPORTS FTL-4273,FTL-4275,FTL-4280,FTL-4285 AND FTL4341.
2,CONFIGURATIONS-SEE SHEET 3.
3.DESIGN PRESSURES:SEE TABLES 1-3 ON SHEET 2.
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. A
C.DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY.
4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, NOA DRAWING MAP
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE F13C. FOR ANCHORAGE DETAILS,
SEE SHEETS 13 AND 14. SHEET
S.MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DAOE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. GENERAL NOTES—....1
6.INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAD SEAM SEALER. GLAZING DETAILS_..„,.....1
7.REFERENCES:TEST REPORTS FTL-3102,FTL-3116,FTL-3117,FTL-3596,FTL-4273,FTL-4275,FTL-4277,FTL-4280,FTL-4285,FTL4341 AND 5095. DESIGN PRESSURES__2
>ELOD ULTRACON AND CRETEFLEX NOA!S CONFIGURATIONS........... 3
>ANSI/AF&PANDS FOR WOOD CONSTRUCTION A ELEVATIONS.................... 4
>ALUMINUM DESIGN MANUAL VERT.SECTIONS............. 6
8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, IN&UDING THE HIGH HORIZ,SECTIONS............6-8
VELOCITY HURRICANE ZONE(HVHZ). "V&'0'CLIP INSTALL 9
9.GLAZING VINYL SPECIFICATIONS(ITEMS 36,37,&131): PARTS LIST.................... 10
a.PVC;MATERIAL BY BAYSHORE VINYL COMPOUNDS,INC.,EXTRUDED BY TEAM PLASTICS,INC.
EXTRUSIONS..... 11-13
ANCHORAGE.....................14-16
b.HARDNESS:70 SHORE A
c.SPECIFIC GRAVITY:1,43
d.TENSILE STRENGTH:1460 PSI
e,ULTIMATE ELONGATION:380%
I. MODULUS @ 100%ELONGATION:590 PSI
g.TEAR STRENGTH: 210 LEAN VftftCrRKVl3ED
Mki Ca&
-lo
Mwalliall Daft-&,
TRUSEAL DURASEAL
SPACER(TYP.)
36 40 37 3/16"TEMPERED GLASS 131
3116"TEMPERED GLASS 114"TEMPERED GLASS AIR SPACE
3/16"TEMPERED GLASS
NOM.518"I.G.
318"GLASS 3/8'GLASS 318"GLASS
15, 15 ft
LYNN
..........
%,%CENs
ve,
3/16" MONOLITHIC GLASS 1/4" MONOLITHIC GLASS 5/8" I.G. CLASS No.58705
GLASS TYPE B GLASS TYPE C GLASS TYPED '�; 7
TE
AME
falm L kcimag THissuEEr NOTES,GLAZING DETAILS MAP p
. .........
J.J. F002010 CODE CHANGE,GLAZING VINYLS SPACER VESCRprION NOKOMISFL34276
ALUM.SLIDING GLASS DOOR,NON-IMPACT W%.%%%
RIM47 'IV 3", 7" off
L.". Pla�a XiM
ANCHOR NOA NUMBERS A ADMOSEDIT(ONVEARS NOKOMI FL,14274 vbibly D'u" —AWN. LYN I UR.P.E.
F.K. 0910&ftW BMW I �Tsj 16 757 IN A- 1`4448705
0412M
COMPARATIVE ANALYSIS: TABLE 1. COMPARATIVE ANALYSIS: TABLE 3.
>EXTENDED SILL,21/2"HIGH INTERIOR >EXTENDED SILL,2112"HIGH INTERIOR 46
>SINGLEISINGLE INTERLOCK >SINGLE(DOUBLE INTERLOCK(OUTSIDE)
>NO REINFORCEMENT(SEE SECTIONS ON SHEETS) >FULL REINFORCEMENT(SEE SECTIONS ON SHEET 5) 45
GLASS TYPES: GLASS TYPES:
B.FTL-3117&FTL4277'311W OR 1/4'TEMPERED 0.FTL-3102,114"TEMPERED
D.FTL4280&FIL4285;5/8"TEMPERED I.G.(3118'T,114"SPACE,311671) Is D.FTL4273&FTLA276;5/8"TEMPERED I.G.(318'T,114*SPACE,3116'7)
NOM. v) OVER-ALL DOOR HEIGHT EXTERIOR NOM. w OVER-ALL DOOR HEIGHT EXTERIOR
U) PANEL 1
PANEL :560-(Sp) N,W) go"(70) 96,(8Q) WIDTH 84'(70) 991(71)
SINGLEIDOUBLEWDH
I B 406.0 -98.8 +P�,O 1 -76.0 +64.6 -64.6 +60.0 --aMo +65.0 1-127.11+65.'o _12m4 +65.01-110.8 +65.0 -102.9 INTERLOCK
24"(2°j 24"(20) C
r TO __;6_5.0, -107.1 +65.01 -B0.0 +86.0 -73.0 +65.0 e8.6 ENFORCEMENT D +65.0 430.0 +85.0 -130.0 +65.0 -120.0 +05A -111.4
30'(eS +65'0- -82.7 +58.41 -50.4 +53.8 -53.8 +49.8 49.8 391(20) C +65.0 -108.3 +65.0' -100.2 405.0 -92.2 +65A -85.3
) 1
D 4615.0 -89A +e5.0 -66.8 +61.4 -61.4 +56.9 -50.9 D. 05.0 A16l +05.0 -108.51+65.0 -99.8 +65.0 -92.4
30"(30' B 1+65.0 -72.3 +50.9 -50;9 4:40.7 46.7 +43.1 435 W,(30) C +65.0 -92.9 +05.D -87.3' +05.0 -80.0 +66.0 -73.8
D +60.0 -78.3 +58.2 -58.2 +53.3 -53.3 +49.2 -492 D 1+65.0 -100.6 *66.0 -94.5 +05.0. -86.7 +65.0 -80.0
B +05. - J +41.7 -41.7 438.4 -38A C -+65.0 -78.4 +05.0 -78A 1.6 +05.0, _(15.8
42"(3) - 4r(A
D .+65:0 -70.5. +52.2 -52.2 +47.7 -47.7 j43.9 43.9 D +65.0 -84.9 +65.0 -11CO, +65.0 -77.6 't65.0 -71.3
+42.0, 42.0 1+30.2 4B.2 +35.01 -35.0 7-0.0 -60.0 +60.0 -60.0 +80.0 _00.0_
48*(40) B +60,0 -60.01 C +030.0 w60.0 6 1. 1
D +65.0 -66.0 +40.01 48.0,1+03.8 .61+40.01 40.01 D +05.0 -65.0 +65.0 -66.0 +65.0 -65-0 1+e6.0 I'-a5.O
.3
1.7
4 1
,7.
�B.2
43.a
COMPARATIVE ANALYSIS: TABLE 2.
:-,EXTENDED SILL,21t2"HIGH
INTERIOR! 46
>SINGLE(SiNGLE INTERLOCK
>PULL REINFORCEMENT(SEE SECTIONS ON SHEET 7) 48
GLASS TYPES; SEE NOTES I&2
B.FTL-3116;3116'OR 114"TEMPERED POS.
D.FTL4341;6/6"TEMPERED,LG•(311611WSPACE,W16`1) SILL DESIGN
NOM. OVER-ALL DOOR HEIGHT EXTERIOR HEIGHT PRESS.
PANEL -(IN.) (PsF)
I @0"(76) ow(Sp) /SINGLE 2 112" +65.0
WIDTH (9 �(&�) w F INTERLOC 1314" +35�3
2EIN
4'(2) B,D +65.01-105.91+65.0 -100.01+85.0 -92.3 +65.01 -85.7 RF-OBCE INTERIOR NOII
SILL RATEDI
-(3-0) B,D +65,0 -77.4 +65.0 -72.7 +65.0 -66.7 +61.5 •61.5ti
1.POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 21/2 HIGH
8,13 465.0 -65.3 1+85.0 -55.3 +59.6 -59.6- +54.9 -54.9
SILL POSITIVE DESIGN PRESSURE IS LIMITED TO$5.3 ASF WITH THE 1314 SILL.
48"(40) B,D +50.01 -60,0 14-60,0 -50-0 -166,07 -80.0-1-4:60.0* _50.0- NEGATIVE-PRESSURES ARE UNCHANGED-
ZNo.68705
2.INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED,IN WHICH
sk
CASE.POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE
SHOWN IN TABLES I THROUGH 3 FOR THE RESPECTIVE SIZE
41,
AW Xt Ur VS#VP TABLE 'lpT
DESIGN
L 1070TECHIVOLOOVORIM jPRESSIWES NO REINFORCEMENT1400MOE77WSSUEET 9/0 V'Yid. NOWMA FL$4215 ,,1,NAL,'M ALUM.SLIDING GLASS DOOR,NON-IMPACT 11111%
L.M. _N NOCHOGE71HISONIFEr 7
Ylobtv Boner A.LYNN MILLER,RE
17TS PZA 58705
N
F.K. 0412AV 757
CODE PANEL TYPES CODE PANEL TYPES CONFIGURATION NOTES:
1.MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48"NOMINAL
R.H.INTE
A RLOCK LOCKSTILE R LOCISTILEINTERLOCK WIDTH PANEL TYPES IS 441!8".
R. R.H. ED STANDARD
B INkRLOCK INTERLOCK 2.MAX.DLO HEIGHT=913/4"
S L"OXCKSTILE ASTRAGAL 3,DOOR CONFIGURATIONS INCLUDE BY-PASS,POCKETAND ANY
T
I
DOMINATION THEREOF(LIMITED TO EIGHT PANELS AND SEVEN
TRACK FRAMES)FRAMES OVER 3-TRACKS ARE MADE UP OF
R. REVERSE REVERSE FIXED THE APPROVED FRAME COMPONENTS SHOWN ON SHEETS 11
C INTERLOCK ASTRAGAL T ASTRAGAL LOCKSTILE AND 12 OF THIS NDA.
EXAMPLE MAXIMUM CONFIGURATIONS:
D LOCKSTILE INTERLOCK U REVERSE LOCKSTILE A EIGHT PANELS ON FOUR TRACKS(CENTER MEET)
R.H. ASTRAGAL
B.FIVE PANELS ON FIVE TRACKS(BY-PASS)
L.H. R.H. IXFIXED TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL
E INTERLOCK INTERLOCK V FLOCEKDSTILE LOCKSTILE DOOR PANELS MAY BE USED FOR SCREENS.
C.H. .H. DOUBLE F-- STANDARD
INH INTERLOCK w ASTRAGAL
F INTERLOCK INTERLOCK
LOCKSTILE C DOUBLE FIXED DOUBLE
G
INTERLOCK y LOCKSTILE ==E] INTERLOCK
R.HTE. L.INH. =
LOCKSTILE == LOCKSTILE
H INRLOCK TERLOCK Z monucrREVISED
o .10
DOUBLE DOUBLE DOUBLE FIXED
INTERLOCK INTERLOCK YR INTERLOCK LOCKSTILE It,—
LOCKSTILE STANDARD DOUBLE
ASTRAGAL GR INTERLOCK LOCKSTILE
LH. REVERSE
K INTERLOCK LOCKSTILE R.H.
LR ASTRAGAL INTERLOCK
L.H. STANDARDSTANDARD DOUBLE
ASTRAGAL
L INTERLOCK ASTRAGAL WR INTERLOCK
—LOCKSTILE L.H. �_D_S_DOUBLE R.H.
—INTERLOCK INTERLOCK-
---------- INTERLOCK
STANDARD L.H. L.H. DOUBLEGFNf/Z 1//'
N ASTRAGAL INTERLOCK SD INTERLOCK INTERLOCK ......
--�"1
R.H. FIXED N..58705
P INTERLOCK LOCKSTILE
ILS::
It,
F.K. faw�=7 NO CHANGE THIS SHEET AT
PANEL
TYPES
tHIMOKOMMIS.FL
J.J. IM3111 1"7'No N THISSHEET
1p.K .........
ALUM.SLIDING GLASS DOOR,NON-IMPACT
LA. Mong I'v mocaviGemsaf-fEEr P.O.oqx fs"
�w'Nw 0 d" — I NOKOWS.FL 34274 Visibly Porter —�Ts 1— - 1 a- A. VAI
FK 0"3104 v"z" 3 16 757 SaMma N p;E.g 50706
r
44 118"MAX.DAYLIGHT OPENING FOR 48'NOMINAL,ALL CONFIGURATIONS
76 314"
80"
80' MAXX..
LyI / DAYLIGHT MAX
MAX. ff OPENING HT.
a / a a
48"NOM.MAX.PANEL WIDTH --+ 48"NOM.MAX.PANEL WIDTH
pXXD pXXXO or OXXXp
NOTES:
1.SEE SHEET 3 FOR PANEL TYPES.
2.DLO WIDTH=NOMINAL WIDTH-3 71W
3.DLO HEIGHT=DOOR HEIGHT-41/4'
DLO
DLO
WIDTH FRODBCVKVISID
.. �eo.917rMB dllllw Floral
h.Yfi.Y Cod.
48"NOM,MAX.PANEL WIDTH 48"NOM.MAX.PANEL WIDTH -
oxo OXXO or XXXX ► `: t
r 1�-y
0 a 91314" 98"
MAX.
'IGHT MAX.X
DA
rOPENING
— --- -i— 96' 98"
—MAX-- _ _ _ _ ------
PAAX-
39" --
HT. HT. —
T LYNN -
L 48"NOM.MAX.PANEL WIDTH -} 48"NOM.MAX.PANEL WIDTH - — ��i `� ��'.''��cervs '_•.Fp
X,p or pX OX or XO pXXXO or OXXXo = No.X8705 t '
n •,
EXAMPLE ELEVATIONS %.c� •. F A '`.
l:K. 1LY1FRiT �t N0 t3lAHOE TNtS SHEET f0707ECHNOtO0Y0H1VE tOR1fl.,•�
"" fiss'"...... ��.
J.J. IWIVIf M OCHANOEMISBHEET NOKOMIB,R31276 t
... . a"" �� ALUM.SLIDING GLASS DOOR,NON-IMPACT �� /ONAt ,,.
LM. 62d�IB N NOCHANOETHIS SHEET P.0.0 1629 pc.w ��� rtt 11 tK
or air NOXONI9,(1.31271 Vd/bly Better SGD260P It1T$ 4 �K 18 7b7 N A.LYP.E.9687U5'P.E.
F.K. 09106M4 J,J. Dpl)M
212L-I .n n 212
j
TRACK HEADL,
216 (5 — TRACK HEAD & bl-L briV
SILL SHO
; C214 216 (5 7 TRACK HEAD & SILL SHO 74
n2l 5 217 215
EXAMPLE MULTI-PART EXTERIOR FRAME EXAMPLE MULTI-PART INTERIOR FRAM
71 71 ft 71
it n
76
76 76
EXT- INT- EXT. INT. EXT. INT.
94 114"
r"pMH.rli11M Audis
MAX MAX, bmlf
DLO — 6 ./o
ALL ALL
HEIGHT tpkwAmD41r
CONFIG. CONFIG. W-0 b--So
NOTE:ITEM 74,
INTERIOR SILL IS
NOTAPPROVED
WHERE WATER
EX IOR 77 70 EXTERIOR INFILTRATION IS
REQUIRED.
77 70 LWJ W1
@ @)
0 -T 0 8 21/2• 0 9 -0
-1�14'
-74
u
411te
NOTE.
'N'
MAX.DPW/1314*
SILL=+35.3 PSF VERTICAL SECT, 72 VERTICAL SECT. 72 VERTICAL SECT. I,jo.58705
STANDARD SILL EXTENDED SILL INTERIOR SILL
F.K. i0.M7 L NOCHMWTHISSHEEr
79;rrw—. mw aLDorDnna VERTICAL SECTIONS
J.J. WWI, m OCFGWDETHISSNEET
iv is,FL 342rs
ALUM.SLIDING GLASS DOOR,NON-IMPACT 19/6
P.O.Boxim NN-
Lm. W8116 N 6102cumGgWi sHErr fd.."WA I— W*mmmeil"Al-
NOKOMle,FL 34274 Barer
'1 1 5.- 16 757 N P.F-#58705
F.K. O"M —JA G-Mzte I SOD2500 112
SECT.A-A SECT.D-D SECT.E-E
I 4 INTERIOR
— o 0 — (ALL SECTIONS)
EXTERIOR
SECT.B-B SECT.C-C J
SINGLE/SINGLE INTERLOCK EXAMPLE W/ NO REINFORCEMENT (TABLE 1, SHT. 2 DESIGN PRESSURES)
ss
24 pR 721
X 1 OR 101
X
rr 71TL
X XORO
6 OR f06Iff
� � rgooucrxevrsm
veilk W Flout
SECT. A—A' fosORsw�+d
mDol. -L
MOVABLE INTERLOCT. -
g
AT P—HOOK SECT B—B LOCKSTILE AT ASTRAGAL N. 1 CC
MOVABLE SINGLE/SINGLE INTERLOCK
76 AND7 66 OR 7Q6 X OR 0 1 OR 101
0 0 O
G AIR SPACER,
TYP.ALL SECTIONS USED ONLY WITH
- -=-- -- �. FIXED PAN
—— -- --- L,
— — 73
- -
- -- -- -'- - ---- --- X78-
-
SECT. D—D ��� ,.. \.%cENgF rE�
FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK SECT. E— No.60705
LOCKSTILE AT JAMB = F19.1s �~
G�'• 1.1;A ! tf :
r lN2pA7 L NOCHAWE SSHEEr c4'•._
J.J. 1NI_ M CHANOETHMSHEET fONOKOMI3,FL34276�P 7- ,HORIZONTAL SECTIONS,TABLE 1- DPS tiNAI.
vo.s11}}xta2a =_= ALUM.SLIDING GLASS DOOR NON-IMPACT 'f", 11, t
LM.• N2N16 N GE riIISSHEET z;wWNOxOM18,FL 3/271 V4fbly defter '�� �'°�` °"�� 11'" A,LYNN I�.�.n,RE
F.K G9+a0itM J.J. 04102ND SOD2600 i!2 8 + 1B 757 N P."66706
SECT.A-A I SECT.H-H _ SECT.E-E
4 INTERIOR
° (ALL SECTIONS)
EXTERIOR
SECT.F-F� SECT.O-GJ
SINGLE SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES)
69
46 24 OR 121
jjj: 1 OR 101
X X
X
6 OR 106 X 0Figi
uucrR.x►arn"M'
SECT. A—A "
los OR 6 SECT. Q A,,``""•M''°"+`
MOVABLE INTERLOC
AT P—HOOK SECT. F—F LOCKSTILE AT ASTRAGAL
MOVABLE SINGLE/SINGLE INTERLOCK
1 ORS 76 AND 77 6 OR 106 X OR
0 O O
O O AIR SPACER,
TYP.ALL SECTIONS USED ONLY WITH
FIXED PANE
--- - ---- ---- —
46
SECT.. H—H-- - �1: `•,�
SECT. E—E No.58705 >
FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK LOCKSTILE AT JAMB
F.K.7 porJ9ro7 x L NOCWNOETNSSHEEr10707ECHNOLOOYDNNE NORIZONTALSECTIONS TABLE 2-DPS ";,��C`SSFco.... ;
JJ, ' +alae M OCHAhISETHlSSNEE7 NOKOM15,FL3178 PGT ALUM.SLIDING GLASS DOOR,NON-IMPACT ;011110\\ ,
wr: P.O.StLY 15?9 - re n.w0a O.e A.LYNN MILLER,P.E.
L',M. 5/la+8 N NO CHIWOETHIS SHEET NOKOMI3,FL 3I771 V1r761y Better e�
t.m.ah q,y. SOD2500 1/2 7 '�16 767 N P.E.058705
F.K. 09/OdA74 J�J, o lowe
SECT.A A SECT.J-,1 SECT.E-E
INTERIOR
0 0 (ALL SECTIONS)
EXTERIOR
SECT.14 SECT.G-G J
SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES)
ss .
24 OR 727
s OR ros
46
46 f OR 8,
X
45 X
gm
6OR r06 X X ❑R ❑ ,x
puucc
SECT. A—A rc 41� Jp
MOVABLE INTERLOCK 33 OR 334 SECT. 'G—G
AT P—HOOK SECT i—I LOCKSTILE AT ASTRAGAL 00"
ry14/t t wN Co�tnl
MOVABLE SINGLE/DOUBLE INTERLOCK
7S AND 77 70 OR 6 XOR ❑ 1 OR 1pf
46
❑ O O
O O � 45
USED ONLY WITH
nXED PANEL,
73-- -
__
- ---
— -- ----
- 134 OR 33 �ti. 4tceNs '•.Fg
SECT. J—J SECT. E—E J''�' No.56705
FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK LOC STILE AT JAMB
FK, RIM7 L NOCIGWOETHISSHEE7 i� 'LORl01*
r.r. ' �MVli M OCHANOE7NI3SHEET 16NOKOMI FL3I27 T :fORIZONTALSECTIONS,7A@LE3-DPS r'.;csS�pNAl-SoN
t- M as Es r raaa ALUM',SLIDING GLASS DOOR,NON-IMPACTNO CfLW0ETN18SHEE7m: ppsVisibly Betterur m� A.LYNN MILLER,P.E,
F.K. BA?4 r.,L OdNDti� SOD26W 112 B - 16' 757 N P.E.tA 58705
E1)FIXED PANEL CLIP(TOP)INSTALLED ON
ACH FIXED PANEL AT THE INTERLOCK POSITION
TO ATTACH FIXED PANEL TO FRAME HEAD
(2)FIXED PANEL BRACKETS INSTALLED ON EACH FIXED PANEL TO ATTACH FIXED
PANEL TO FRAME JAMB INSTALL W!#10x1"SM5(4)
rARE-INSTALL#10x 314"
o PANEL SCREWS(2)
78 831!4"
TT
INSTALL WI 32„ ,,- INSTALL Wl#10x1"SMS(4)
#10x1"
SMS(2) f RE-INSTALL 114-20
PIC `7PANEL SCREW(1) .
pox v 11 (1)FIXED PANEL CLIP(BOTTOM)INSTALLED
ON EACH FIXED.PANEL AT THE INTERLOCK POSITION
TO ATTACH FIXED PANEL TO FRAME SILL ! >t>
» }t
� � Aita'�tt 1lG •(
},X„ FIXED PANELS
"•
._ M►nJ r cwtni
(i)TRACKCLIPASSEMBLY INSTALLED
ON EACH ACTIVE PANEL AT THE INTERKOCK
POSITION TO SECURE THE ACTIVE PANEL TO
IT'S RESPECTIVE SILL TRACK \ \�
f
8&
6768 �``��`yaNq LYNN
"f No.50705 ' '
OPERABLE PANELS - r
RK IMM L NOCIL4NOETH73SHEE7 >� TRA CLIP&FIXED CLIPS INSTALLATION ,�.•' .ATIE41 10•
M PoM?E W"oLoovoll E >�s iii�,'•.;�C.......
jj, ral9rtr t M OCNANGFTN158HEET NOKOMI9 FL31276 ALUM.SLIDING GLASS DOOR NON-IMPACT �''%5 S/ONAL
L.M. W05 N NO gymo THIS SHEET PCO.BOX I6TY � N° �,. �,�� M; Minue-
M.a09 tde Nol'(OMIQ FL 91271 i/Lflbly Utttar SOIf2L90 .1l2 757 N ti L P."58705 FS'E.
P.K. 09/tlH�01 J.J, pllOTH19
rfM PART#DESCRIPTION PGT# I11M JPARTR DESCRIPUON PGT#
1 J708 JLOCKSTILZMONOLITHIC 69362 62 522' COLONIALINTERSECTION 41630
2 ITATCH ASSEMBLY LO 7LOCK 63 124 APPLIED COLONIALMUNTIN 66631
3 LATCRASSEMBLY UMM 7DUMY 64 1240 1/16X 1 FLATBAR 6B926T52
4 #10-32 X 1.25 PH.FL.MS(LATCH) 71114K 66 754 TRACK CLIP GUIDE 4I754B%W '
6 705 INTERLOCK(STD.),MONOLITHIC 69409 67 756 TRACK CLIP COVER 6756W W
7 1119 If 10 X.750PH.PN.SMS-S.S. 7S 134X 68 #6 X 3/8 PP SMS 18.8 SS 76X38PPAX
8 1/4-20 X 1.125,PH.PN MS 7142OXI 18PPMSX 69 740 HOOKSTRIP 'P-HOOK 63713
9 12M W STP,.187.X 320-PILE 6FELTK 10 722A HIGHRISETRACK ADAPTER 69371
it 706 TOPRAIL,MONOLITIRC 68172 71 702 2-TRACK HEAD 68179
12 1281 W STP,.167 X.290 FIN SEAL 61281W 72 7038 2-TRACK EXTFMOR SILL 6703E
13 725B TOPPANELGUIDE 41801 73 704 21'RACKJAMB 68180
15 707C BOTTOM RAIL,MONOLITIIZC 68173 74 637 2-TRACKINTERIORSILL 68275
17 726 BOTTOM PANEL GUIDE 41802 76 1717 FIXED PANEL CLIP TOP 7LA13A
18 661 SINGLEROLLERASSY. 7SRAZ 77 1717B FIXED,PANELCLIP,BOTTOM 7717FPCA
19 661 SINGLE ROLLER.ASSY.-S.S. 7SRAX 78 646 FIXEDPANELBRACKEr 41814
20 683 TANDEMROLLERASSY. 76832 90 1136 #6X1/2PPSMS 76X12A
21 683 TANDEM ROLLERASSY.-S.S. 7683SS 101 736 LOCKST I.G.GLASS 60392
23 6.09 ASTRAGAL,MONOLITHIC 68315 106 735 INTERLOCK STD. 1,G.GLASS 60393
24 720 ASTRAGAL D. MONOLITHIC 69492 iii 618 ' TOP RAIL,I.G.GLASS 69088
26 653 LATCHKEEPEL 7SDKEEP 1'15 619 BOTTOM RAIL I.G.GLASS 69089
27 653 LATCHKEEPER,-S•S. 79DKEEPX 121 737 ASTRAGAL I.G.GLASS 60394
28 #8 X.312 PH.TR.SMS 7SX56A 130 518"I.G GLASS;3116°TEMPERED
29 729 JAMB BUMPE. 72087K 1/4"SPAC 3/16"TEMPERED n,oquctx��
30 #6X.375 PH.IN. SMS 76X38PPA
131 1006 GLAZING VINXL-INSULATED GLASS 658GLK No/
31 6631664 BUMFERSHIM .03008.060 41831 134 745 DOUBLE INTERLOCK STD: I.G GIAS 60- r>+"Wimk
33 1734 IDOUBLEINTERLOCK STD.),MONO. 69494 201 629 1-TRACK HEAD,POCKED DOOR 68176 S `" -
36 11007 IGLAZINGVDM-3/16 6T304 202 628 1-TRACK JAMB,POCKET DOOR 6628
37 1 jGLAZfNGV2M-1/4 614GLK 203 666 OPT.SCREEN RAIL POCKET DOOR 61394
39 3116"TIT FRED GLASS 204 1627 Ul-TRACK SILL,EXT.POCKET•DOOR 68178M
40 •1/4"TEMPERED GLASS 208 631 13-TRACK HEAD 68182
42 645 ADD•ON STILE OXO ONL 69112 209 632 3-TRACK JAMB 68183
45 753 1/2 X 15/8 ROW.-ALUM 6755M 210 633 13-TRACK SILL,EXT.W/SCREEN RAIL 68184M
46 1214 1/2X 1 1/4 RE1NF.-ALUM. 61214M
49 749 RUINFORCEMENT SPRING CLIP 7BRIC'TM25 211 613 ADD-ON TRACK HEAD 68187
51 1040 MORTICEI.00K FADI.ATCH 71040 212 614 ADD-ON TRACK FORFRAMEHEAD 66185
52 1040.2 MORTICELOCK(DEAD LAT,CH S.S. 7104OX 213 617 2-TRACKFRAMEJAMH ADD-ON 68188
__,._53__ —CYLINDERIHOUSING-ASSY ORTIC 70 K 214 615 3-TRACKS ADD-ON 68189M
-- -
54 1016 #8X.625 PH:FL.SMS 78582A --L-21-5_-616-- ADD-ONTRACK W/_SCREEN=FORSILL 68190M._
55 657 BACKINGPLATE ORTIC 418SON 216 634 ADD-ONHFAD 68186 ``\ flNY LYNN
5G 1045 MORTICEHANDLESET 71045 217 635 ADD-ON SILL 68191M
57 ICOVERPIATE 7Vr43 218 638 LOW-RISE2-TRACK SILL;EXTERIOR 68952M- QT,.•' WCENg�•.CFP
5$ 659 IMORTICELATCH KEEPER 7SDSP5X1 220 636 1-TRACK SHL,INTERIOR 68274M No.50705 =
601239 3/16"APPLIED MUNTIN 68421 222 .671 LOW-RiSEI-TRACK,Sim EXTERIOR 60803M �ro ,ft, .�,
61 665 lCOLONIALENDPIECE 41628 225 732 HIGHRISETRACK ADAPTER 68313M
ROWar tJV0
V--%.—
:.o� s7
a K fQ2A1fcxartae rssxEET PARTSLISTS" . OCHANOF7H19SHEET f 0 Mrs r°i.°siia"� ALUM.SLIDING GLASS r�OOR,NON-IMPACT "�SIONAL SLM. N2N1ENa CHANE 19 SHEET P.O.° coir. — — t+ it yytyr• t„c ,fL HVI VOW,Better A,LYNN MSLLERP.E.
F.K. 00/ oaro2v° soazs90 IVIS 10 t8 T6T N P.E M 58705
f- - 2.437 rF-- 2.310
�--- 2.310 f-- 2.310 1.032 1.452.
--1 .690 1'"- -..I .890 1�- I IFF Lff � 062 093
-►-•- .062 1.818 093 1.616 093 I.G. .G. INTERLOCK
1.375 1.31175 .062 101 MAT' 736 3-T6 MAT 760 T6
G. LOCKSTILE I
-�I 1.036 1-+- -«i5oq-+- I.G. DOUBLE INTERLOCK STD. DOUBLE INTERLOCK 2A37
I.G. TOP RAIL TOP RAIL MATL:6063-T6 MAT'L: 6063-T6
MAT'L: 6063-T5 MAT'L: 6063-T5 134 #745 #734 062 ;1.032 +-- 2.310
111 #618 11 #706 �j
STD. LOCKING STI I E 1A52
MAT L:6 637-T6 .093
STD. INTERLOCK
MAT'L: 6063-76
--I 1.030 1-•- ..14991•-
2.582 -1I.•�--- 2.662 --•-1 #705
O
--A82 � .062
1.090 1.575 1.096 1.575
2.438 2.438 �
2.845 2.845
-X1 .890 1--- .890 �•-• IROQOCTR6prs6p
` bwdbi r4Mt>,t>rlftik
I.G. BOTTOM RAIL BOTTOM I RASL 125 .I �-.125 ����/o
MAT'L: 6063-T6 MAT'L: 6063-T5 [[[-- O �
#619 #707 I.G. ASTRAGAL H.D. ASTRAGAL ( M
115 15 J21MAT'L#'737 63-T6 23 MAT'L:
0 63-T6 law
T a o o a
1.611 1.250 I»- 1.750 +- 1.760 -4
y -�{1000 �-+- -.-i 1.000 �-�-
-45 REINFOftCEMEN7 -46'=REINFORCEMENT`
=-
MAT' 79563-T6 MAT'L- 606-T6
2,000 9.750 tttltrrf
l
125 .121 � a�aV LYNN
OTE: ITEMS 45 AND 46 LENGTH = PANEL HT. -- 4 1/4" ����y����• �tcENSE'•�lF,p�'�
77 FIXED PANEL CLIP, BOTTOM };
FIXED PANEL CLIP, TOP No.55705 I
MAT'L- 6063-T6 7S MAT'L- 6063 -T6
N"Ro-5 ,
Frc razemr L NacH;NaE ssHEET
EXTRUSIONS,PANELS FcoHttaP,.•'AX ::
r. a. toroTEQrltiQtoovarrvai�S ' C?
,.� rNrwranr fl'M QCWINGETHI9SHEET NOIiOMIS,.fl 91276x;7F P m.ALUM.SLIDING GLASS DOOR,NON-IMPACT � S 0h/ALsGN��'
LM. WiV16 N NQ QMNQE THIS SHEET .08191 t6YD �„� a LMofaa Rn:
owe NOXOMl3,fr.91@TA Vrr1bly Better A.LYNN l�Itf,�i,P.E.
F.K. QsroM rd. aaroan5 saozaoo NTS 11 + 1B 75T N P.EN65705
3.624
1.000
T I —'�� .062 2.50D
�{I 1.687 REF. ,
ANCHOR
HOLES
.062 --��"-
71 2 — TRACK HEAD70 HI—RISE TRACK ADAPTER
MAT'L: 6063—T6 MAT'L: 6063—T5
#702 #722A
♦*—3.500
2.370 —�-{
.687 ' '
i 060
I I REF.
ANC
ANCHOR HOLES 1.010
73 2 — TRACK JAMB O HOOKSTRIP
MAT'L: 6063—T6 69 MAT'L: 6063—T5
#704 #740
1.687 REF. 062 rROD CTRE 13"wilm
ANCHOR y,tat.i Cod.t0
HOLES I � B
1.760 .600
I'1.750
082 �I 203 OPTIONAL SCREEN
�.— 4.676 RAIL, POCKET
MAT'L:#6663—T5
72 2 — TRACK EXTERIOR SILL
MAT'L: 6063—T6
#703B
.550
1.687 REF.
-� ANCHOR
HOLES
1.760
062 - -- _ -- - - -
.502 .060 ___ff --
' `—�' 225 HI—RISE TRACK ADAPTER
3.798_ '.I _T MAT'L: 6063_—T5 SO <<E�
#732
79 2 TRACK INTERIOR SILL = No.58705 —
MAT'L: 6063—T6
#637ATE
F.K. 1MbW7 .L REMOVEIIEAl3201202d2DW 1-TRACKFRAME ,p7p�CHNQLOnYOANE� � EXTRUSIONS FRAME %�55��0•.....•F`�G\��
J•J, ' +wfvtf M OCHANOETNISSHEEr NOXgrI3Fl31276 gLUM.SLIDINGGLASSDDOR NON-IMPACT
Nl1l�\\\,,�
L.Mm.62d!ib F'N NO CHANGE SHEET P.D.SOXA62D A.LYNN MILLER,P.E
mw: aw, HOXOMI8,Fl.31271 V!a!blyBetter 30D2600 NTS 12 � 15 757 N P.EDGB706
F.K. 0fl10aW J.J. 0"Volm
ADDED FRAME COMPONENTS
S_i.'� _.4.016 3,002 --�-I 1,800
1A00 ,
750 .950 .750 1.000 1.000
'1�' T T 062 —���- _T -F "IF'�- .062 .062•-•ate—
1 ase —►Il—�— 211 ADD—ON TRACK HEAD 2]2 FOR FRAME HEAD ADD—ON HEAD
�208 ' 3 — TRACK HEAD MAT'L:#6133—T6 MAT'L:#60463—T6 216 MAT'L• 6063--T6
. MAT'L:#6063—T6 #634
.082
.062 A40,
.687 .062
887 3,187 --� 625
5.x94 ---; 2 _ TRACK FRAME, 2.394 ---«-�
213 JAMB ADD—ON 222 1 —TRACK SILL,_ LOW —RISE
209 3 — TRACK JAMB MAT'L: 6063—T6 0/
MAT'L:#6323—T6 #617 MAT'L:#66763—T6
�.— rm+.q�.itrgellaW
002 082 1 .440 -►' ( �.W.�oIr-06JQ
WL .26DL�� 062 { 1�_ p.te
.562 S� 1�0 .562IL� 1 L 562 4✓ UJ� .62Tt ? �
i" 6.184 i'" —L 3.968 «'1111_TcwnZ-
5.582
3 -TRACK SILL, EXTERIOR 214 3 - TRACK ADD-ON SILL 21@ 2,-TRACK SILL, LOW -RISE
270 W/ SCREEN RAIL MAT'L: 6063-T6 EXTERIOR:W/ ADD-ON
MAT'L:#6363—T6 #615 MAT'L:#6663-T6
082
062-.--_ 062
562 -
562 .562
}+— 2.446 {+-1,844 -F! o --3.798 r �•—2.204 �� aN{LYNN -
215
SCREEN
ADD—ON
TRACK SILL MAIL 6063 CK IT6 1 TRACK SILL, =LL `'qS��;' 4�GEN$Fr•,,
217 1 TRACK ADD—ON SILL ]19 INTERIOR W/ ADD—ON 22D INTERIOR Wf ADD—ON 5 �k
MAT'L: 6063—T6 MAT'L: 6063—T6 MATT. 6063—T6 _ No.X6705
#616 #635 #637 #636 LL tj.
RrHEor RG7
F.K. r,YbY.s Oxayaee `• �•. C F� <(/��
fa�sum7 L No CUMETHIS SHEET EXTRUSIONS FRAME CONTINUED a
oew Rr f0707ECHNOLOdYD17NE r f��r'`�y'•.,,<QftiRP;.•A1�1�k
J.J. 1d}3(!! M CHANOETHIS SHEET NONOMIS,FL 31175 ^"r
ai ALUM.SLIDING GLASS DOOR NON-IMPACT '�i ,QNALs ,��`
LM. N1&•f6 N NO CIfN70E 7HI98HEET P.O.SD%1818 A.LYNN IIIICS.�}},P.E.
P.—m-bo u DMn NOKOMIS,F7.31171 w;lb]y Better 80DOW NTS 13 r 16 7577 N REN 59705
F.K. 09108N4
HEAD&SILL ANCHOR CLUSTERS JAMB&P-HOOK ANCHOR QUANTITIES TABLE 4- NOTES:
S H SET 2.TAff LE—2. 1)114-ELCOULTRACON 2)lWFLCOSS4CRETE+LEX 3)#112 STEEL SCREW(GS)
DP TABLE REF.> SHE T2,TAALE4. SHE-T 3,TABLE i.ANCHOR TYPES:
GLASS TYPE!* B,C ORD B,C OR 0 CORD
INTERLOCK&>> SSN SSR SOR 2.GLASSTYPES., B-3110"TEMPERED C-1141TFMPERED D-518"TEMPEREDI.G.
REINFORCEMENT HEAD& HEADA HEAD&
ANCHORTYPE BILL JAMB P-HOOK SILL JAMB P-HOOK SILL JAMB P4400K 3.INTERLOCK AND REINFORCEMENT KEr.
&SUBSTRATE_\ CLUSTERI I I CLUSTER CLUSTER SSN-SINGLE/SINGLE WITH NO REINFORCEMENT.
93 a 13 a 0 1 SSR-SINGLEISINGLE WITH FULL REINFORCEMENT.
0 0 0 0 0 0 0 Q SDR-SINGLE/DOUBLE WITH FULL REINFORCEMENT.
NOM. z z
0
0 0 0z � zo 0
PANEL UNIT 0 00 8 8 4.ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING:
WIDTH x HT. clj §N 0 C4 (`4 (4 - N a VN� "r cl - a a
2 To-ovx 7507 c6 ca c6 8 818 5 6 4 C6106106 8 8 6 41-5 4 C8 CS C6 8 8 8 5 5 5
84.000 CO C6 M 8- 8 6 4 4 4 C6 CO C6 8 0 ' 4 5 4 CS C11 C8 8 8 19, 5 5, 5- JAMBS AND P-HOOK I S SPACING-6"MAX FROM CORNERS AND 2WMAX O.C.
do
90.0DWD 'do' ?W -6- -4-_T'dc_6 F-IF-4 5
HEAD AND SILL SPACING-8"MAX.FROM CORNERS AND 22 6/16"MAX O.C.
1-16.W _;f'b6bb'C6 8 .8 10 5 5j
6 4 4'1 do r W,
08.000
3D.000 x 80,000 C6 C6 C6 87 8 5 5 4 8 5 6 4 C8 C8 d6- 8 10-10 6 6 6, INSTALL PER ANCHOR QUANTITIES S OF TABLE 4,USING THE DIMENSIONAL
qglg -9-W.bi,bif do"if'luld --ir`
04.ODD 69`6661_6Uf-4"_4-4' . CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT
41�6`6 . .41 56 5 ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK
go.000 do ed a'a 8 a 4 4 d6l-d�do I-I IF 4 "T_66 f6 16 6
go.000 M,6416f, 8"'-6 a T,'"AT''T dMildw"T,-61-6""'T-3,11-W,d6-69 U.6."fTlUD'd'%-V"9'1 SECTIONS. SEE SHEET 16 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD,
30.000 x 80.000 C6 C6 C6 8 6 8 5 5 C6 a 5 0.6 6 5 SILL AND JAMB.TRACK SECTIONS.
1.91 do
04-.000 '66 64,N,"'b" -4 _T to de -6-c'-C., bigr do 16 WVY W-6--Ir
16"MAX
90.000 81,
m000 56 69'UT'A"-ir Ide, d1,66 66 ANCHOR
42.000 x 80.000 _56 C C4 6 8 8 5,-5 C6 CO C4 8 8 8 6 6 4 C 0 MY LOCATION, r MAX,
d�aj.q�,C6
64.000 i54 C4?&W"Ir 'ir"T-T 7-T 66 W64 "V,_6" 1�6 do 0 ir W TYP.
96.000 64 6MR-l'"Y"N'-T-4-W,*66 66 -9-618,66'69 T6 16 16-6,"W"_6"
06.000 64, 8 4 4 dr-a Ud 16
cravall)
C6 C6 C4 8 9 6 8 4 ASTRAGAL OR MOP emsmirk4ft
d�•alC4 8
dfi_�baa IN
4(;4 INTERLOCK,TYP. )ANCHOR CLUSTER-
a '000 64 4 Zq' b-w x
_y i§*-9-6e do'64 16 lb 16 67-ir A
c
[`ca f
G6'
C8
dil
C-8
.6.6
C
C6
4- d
to c
C F4 6,
4 do-
66
'C4. 8
C4
415.000 x 80.000 a .4
4 -B 5
.f_j_
W 8 _4__ 4 5666 _9" 6"lf 4
go 0000 b4 C4 8
6
16116.7f6 -6--6'
9 �000 bg bd 6 16116.16
716"MAX..
1-
ANCHOR LOCATIONS, MAX. Need PA*r Gwtrri
TYR,(2)PER HEAD SI
4W NOM. 48"NOM,— 48"NOM. —48"NOM._ 111116"MIN.O.c.Typ_
-ANCHOR
0 EXAMPLE SOLUTION
LOCATION, j2
MIN.(2) ANCHOR 20"MAX. HETD1 SILL-6"MAX.
FROM
161ANCHOR CLUSTER-
T
PER AT LOCATION, O.C. CORNERS,22 5116"MAX.O.C�AND,06
96, 28"MAX AT EACH ASTRAGAL OR INTERLOCK 10"MAX.K 0: TYP.,(1)
JAMBS SEE 0 0 PER AT _T JAMBS&P-HOOKS-WMAX.FROM Mi MAX. O.C. 2-TRACK
wt 16 FOR P-HOOK CORNERS AND 28"MAX O.C. MAX.
'6"MM'
_'•
MAX.
L ATHEA ANCHORS�-
-=TOTAL D_tE30
TRACKS
TOTAL AT SILL=30 ANCHORS APPLICATION U<' < a. TOTAL AT JAMB=B ANCHORS 41/1
TOTAL AT P-HOOK= 5 ANCHORS 3"MIN, `e$,()
6'MAX
L81 ANCHOR CLUSTER
:cB
HEAD/SILL CLUSTER LOCATION TYP, No,58705 MAX.0G7r—i
�_Wm' Ak' 2�216/16
48"NOM MAX. SEE C4,C6 OR C8 CLUSTER DETAILS CLUSTER DETAILS
FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE
F.K. IMM7 L ADOMOOKWX SPACING A JAMOMWIAUXTI-7MCKNOM ANCHORAGE SPACING
R�avy 1070TOCHNOLOOVORIVE //I,,
ju w6si 'm NocuwaS77118 SHEET NOKOMIA FL U276
wi;wpr ALUM.SLIDING GLASS DOOR,NON-IMPACT
L.M. owls UaT_
- - N CMAIGE It TWE f TO Ut"M CON NOKOMIB,A.9127 Vb1bly Better A.LYNN MILLER.P.E.
JFK 09MOM 41 0_4102WT I NTS 14 er 16 767 1'N PEN68105
1310"MIN. CONCRETE ANCHOR 3.4 KSI MIN. CONIC. 1"MIN.E.D.,TYP,(2) A
(SEE NOTE 1) 13/4"MIN.E.D.(2 112"FOR 1687 2x WOOD
7
CRETEFLEX),TYP.(2) 1 (EXTERIOR) O.C. (SEE NOTE 2) ALUMINUM MULL ANCHORAGE
1"MIN.E.D„© APPLICABLE TO HEAD OR JAMBS
WOOD ANCHOR TYP. 2)
P' NOTE 1. 13/8” 11/8 AL.MIN.
(SEE NOTE 1)
�169�47 IxWOODSUCK ..... MIN. (EXTERIOR) 6063-T6
O.C. (SEE NOTE 2)
-T /4"MAX.SH
(EXTERIOR) L 11w MAX.$1-lil— SHIM T
2x WOOD 1.687 ��imsms
O,C. WOOD ANCHOR
(SEE NOTE 2) DETAIL-C DETAIL-D (SEE NOTE 1) DETAIL-J
IIN'MAX.SHIM (EXTERIOR) NOTES: TYPICAL FRAME HEAD INSTALLATIONS
DETAIL-F 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTY APPROVED ELCO 1/4'ULTRACONS OR 1*/4'S84
SEE NOTE 1. CRETE-FLEX EMBEDDED 1314'MIN.THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 314"(2112"FOR CRETEFLEX OR
1.5 KSI MIN. CMU CMUj FOR WOOD INSTALLATIONS USE#12 SCREWS OR ELCO II4'SS4 CRETE-FLEX ANCHORS EMBEDDED I 318,MIN.
2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112".WOOD BUCKS
Xi3,4 KSI ORMIN. CONC.
DEPICTED AS 2x ARE 1 112"THICK OR GREATER,INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS
.'&
APPROVED BY AUTHORITY HAVING JURISDICTION,
3.FOR ATTACHMENT TO ALUMINUM'THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 60.03-T5 AND A MINIMUM OF 1/8"THICK THE ALUMINUM
STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B,D AND F
594 ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BEA#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM(SEE DETAIL J).
CONCRETE 6.G
IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR#12 SCREWS SHOWN IN THIS NOA MAY BE USED.
ANCHOR 1314'MIN. 4.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,
(SEE NOTE 1) (2112'FOR NON-METALLIC GROUT(3350 PSI MIN.),(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL
'
CRETEFLEX OR CMU) THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE, 10 SUBSTRATE IS WOOD,
IxWOOD BUCKt TYP_(2) 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY
(SEE NOTES 2) (EXTERIOR) THE AUTHORITY HAVING JURISDICTION.
FROIDUCrREVISM
DETAIL-E 114"MAX. a the nw
1.087 O'C 3. (SEE NOTE 5)
TYPICAL FRAME JAMB INSTALLATIONS WOODARCHOR
(SEE NOTE 1) w-. Is
3.4 KSI MIN, CONC., NOTE 2) (EXTERIOR) 1318"MIN.
N
NOTE I 318"MIN. 1.MIN.E.D.,
OTE 1. CONC.ANCHOR TY
WOOD ANCHOR R(2)A 2x WOOD
(SEE NOTE 1
(SEE NOTE 1) DETAIL-B (SEE NOTE 2)
CONC.ANCHOR 2x WOOD 2)
(SEE NOTE
(SEE NOTE 1) 1114" 11141" A;[;N;� 114"MAX.
MIN.E.D. E.D. 1.687 O.C. NOTE 4)
II 1I
r.
NOTE1.
(EXTERIOR)
(Sill3/4'!MIN:ED (2-1/21--
CONCRETE ANCHOR FOR CRETEFLEX},TYP,(2)
(SEE NOTE 1) o".
3.4 KSI MIN, CONC, LYNN
(EXTERIOR) (EXTERIOR) (EXTERIOR) Do....
DETAIL-A
DETAIL-G DETAIL-H DETAIL-I
rot Tc
TYPICAL FRAME SILL INSTALLATIONS J N0.68705
TYPICAL POCKET P—HOOK INSTALLATIONS
RK. lmm2"7 L NO CnANGETHISSHEEr
7v 7E ANCHORAGE DETAILS
77 Mxti m rio CHANGE Tins SHEET rZKOMIS,FL 34M ...........
]SN"w-i - - I CHANG66DGEDISTANrEFORCRtiTEFLEXAC440,CHANOE ALUM,SLIDING GLASS DOOR,NON-IMPACT
ws,m 9yLm. wo/tv WCON OULTRACOMA w-onEnGEVISTAwe P.O.Havlaw
00
- _ NOKOMMFL342M Visibly Beeper ' '; E.
Rx n.. J.J. X06" .ODI. 14
15 10 767 Al 58705
JAMB INTERIOR
1.s9
f MI+�.I 7 6 5 4.. 3 2
7 1
1.59
6 MIN.
O.C.
ANCHOR LOCATION,TYP.
5
4
3
NOTES ON POTENTIAL ANCHOR LOCATIONS:
2
1.ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4,
SHEET 14,APPLIES AS THE MINIMUM REQUIREMENT FOR ALL
TRACK CONFIGURATIONS.ANCHORS MAY BE STAGGERED WITHIN
TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK
CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL
AND/OR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S)ARE IN
THE CLOSED AND LOCKED POSTION. MINIMUM ON-CENTER ►IiOOUCf REV13t0
DIMENSIONS FOR ANCHORS ARE 1.69"AT HEAD AND SILL AND rel CcO
re why d eI7o�ld�
1.59"FOR JAMBS. 2 ;ft': Ne/,r e�/O
n mtlrrMr P�le�'1M�7p
2.EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK �Cb...
FRAMES ON SHEET 15 ARE ALSO APPLICABLE TO ALL MULTI- JAMB EXTERIOR
TRACK SECTIONS.
3
4
5
n 4 ST R 4 4 : 4 II II 6
-HEAD- NTERIOR -_
HEADISILL EXSILL I
TERIOR 7 ,' ,
�aoN V Mid
z>� L�CENS •�F.P i
169 No.58705 �Y;
Ilii I N.O.Gr –
FK IWIB/DT REMOVEI-TRACKFRAME 10707ECHNOLOOYORNE FRAME,POTENTIAL ANCHOR LOCATIONS %,�tS',•F<uRio"•'••��
J.J. lz ' t OCflANGETHISSHEET NOKOMIS,FLSIY76 �` '� 5�C1NAL�-"
ww. "' P.O.OQKI a �— ALUM.SLIDING GLASS DOOR,NON-IMPACT '� �
LM. ;Nfl; N- NO CHANGE THIS SHEET 11.LYNN ER,P.E.
a w. �� n ow. NOKOMIS,FL SI2T4 VGlbly Bermr MILL
am. 114 15 + 15 757 /� P.E.M 68705
F.K. 08 am J.J. OOAmm