Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutProduct Approval I
PARADISE EXTERIORS
"Building Our Quality Reputation
One Customer At A Time
I
SCC131150472
Property Information F Building Information
Owner: HAROLD&PATRICIA GRAY Wind Zone: 170 MPH.
Address: 7100 MAIDSTONE DR Exposure Category: C
PSL,FL 34986 Minimum Building Dimension: 45 ft.
Mean Roof Height: 12 ft.
i Risk Category: II
I Design Pressure Calculations
Opening Location Device Device _I5Device Max Positive Max Negative
Number*: Zone Width(in) IF Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
j 11
A Int 70 97 7 34.0 -37.2
j B Int 67 20 7 37.7 -40.9
__.... . _.__... - .....--- .... - -- ........_. -
1 End 35 48 7 37.4 49.8 _
2 End 35 48 7 37.4 - -49.8
3 Int 50 60 7 36.0 -39.2
-- -............._ _.. --............--- --- --- ---- - ._..-.....
4 Int 35 70 7 36.5 -39.7
- -- ....... ---- _.._. _ _._.
5 _- Int 35 70 7 36.5 -39.7
6 End 51 60 7 35.9 46.9
7 End 35 60 7 36.9 -48.8
......... ...--- -- -..... _ . .------ -- --._.. -- .._ ..._ .... ...---- --
8 - End 34 60 7 36.9 __-48.9
9 End 34 60 7 36.9 -48.9
10 Int 122 95 7 32.7 35.9
__.. - - - -- _ - ..._. ... - -- .. - -- -- --- ---._. - - -
I 11 End 34 60 7 36.9 48.9
j 12 End 71 60 7 35.1 -45.3
_................. _..__._._.._.......- ----. - --..._...__.............--.......--._....._.__......._...............-----..._.................. ._.... ----..__._....__...........__... - ----
13 End 34 60 7 36.9 -48.9
j 14 Int 35 69 7 36.5 -39.7
_ ................................_ _ ._..._............................... ....__._. ---.............................- ....-_._...................----....._._........_............... --- -._.-............----
15 End 34 17 7 37.8 -50.6
16 End 34 56 7 37.1 -49.2
17 End 34 16 7 37.8 -50.6
I 18 End 35 56 7 37.0 -49.1
j 19 Int 34 16 7 37.8 -41.0
I
20 Int 34 56 7 37.1 - -40.3
i
i
j
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.61h Edition(2017)Florida Building Code.
Page 1 of 1
I
I
I
i
WtNDQW
• ® •
A'FLOOR PLAN WITH-OPENING IDENTIFICATION'SHOULD'BE PROVIDED WITH-THIS SHEET
Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft.
OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE
GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW
LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING MULLION SHUTTERS
NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF DIMENSIONS REQ Y/N
SIZE
REQ YIN/NA
1 End Window 7/8"Lami lG FL15780.8 55 65 37.4 -49.8 54x76.5 35x48 No No
2 End Window 7/8"Lami lG FL15780.8 55 65 37.4 -49.8 54x76.5 35x48 No No
3 Int Window 7/8"Lami IG FL15780.8 55 65 36.0 -39.2 54 x 76.5 50x60 No No
4 Int Window 7/8"Lami FL 17647.1 70 70 36.5 -39.7 36 x 71 35x70 YES No
5 Int Window 7/8"Lami FL17647.1 70 70 36.5 -39.7 36 x 71 35x70 YES No
6 End Window 7/8"Lami IG FL15780.8 55 65 35.9 -46.9 1
54 x 76.5 51x60 No No
7 End Window 7/8"LamilG FL15780:8 55 65 36.9 -48.8 54x76.5 35x60 No No
8 End Window 7/8"Lami lG FL15780.8 55 65 36.9 -48.9 54x76.5 34x60 No No
9 End Window 7/8"Lami lG FL15780.8 55 65 36.9 -48.9 54x76.5 34x60 No No
10 Int Door I"Lami IG FL2083 8.1 50 50 32.7 -35.9 185 x 96 122x95 No No
11 End Window 7/8"LamilG FL15780.8 55 65 36.9 -48.9 54x76.5 34x60 No No
12 End Window 7/8"LamilG FL15781.11 55 60 35.1 -45.3 73 x 63 71x60 No No
13 End Window 7/8"Lami lG FL15780.8 55 65 36.9 -48.9 54x76.5 34x60 No No
14 Int Window 7/8"Lami lG FL15780.8 55 65 36.5 -39.7 54x76.5 35x69 No No
15 End window I Lami IG FL13010.4 55 55 37.8 -50.6 48x72 34x17 YES No
16 End Window 7/8"Lami FL16177.1 70 70 37.1 -49.2 52x62 34x56 YES No
17 End WINDOW I"LAMIIG FL13010.4 55 55 37.8 -50.6 48 x 72 34x16 YES No
18 End Window 7/8"Lami FL16177.1 70 70 37.0 -49.1 52x62 35x56 YES No
19 Int WINDOW 1"LAMI IG FL13010.4 55 55 37.8 -41.0 48 x 72 34x16 YES No
20 Int Window 7/8"Lami FL16177.11 70 1 70 37.1 -40.3 52x62 34x56 YES No
` Florida Building Code Onlineg
Pae 1 of 3
13, x -9, � 1, r3, t �
t >�
SCIS Home I Log In ! User Registration Hot Topics Submit Surcharge Stats&Facts Publications ! FBC Staff BCIS Site Map Links Search
b3 -
Product Approval
USER:Public User ra
Product AMOV.l Menu>Product or Aoolication Search>Aoolicatlon List>Application Detail
FL# [e7'0-R7
i
Application Type
Code Version
Application Status d
Comments
Archived
Product Manufacturer e LLCAddress/Phone/Email hilipp Parkwayoro,OH 4424128-1136 @soft-lite.com
i
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
I
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Double Hung
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.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity Farabaugh Engineering and Testing,Inc
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan 1. King,P.E.
Vi Validation Checklist-Hardcopy Received
Certificate of Independence FL15780 R7 COI (a)Certificate of Indeoendence.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA 101/I.S.2/A440 2008
AAMA/W DMA/CSA 101/I.S.2/A440 2011
AAMA/W DMA/CSA 101/I.S.2/A440 2005
ASTM E1886 2005
ASTM E1996 2006
ASTM E1996 2009
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgt3e l SA1nEOW... 1/3/20,18
Florida Building Code Online Page 2 of 3
I
I
Product Approval Method Method 1 Option D
I
Date Submitted 10/07/2017
Date Validated 10/11/2017
Date Pending FBC Approval 10/17/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
} 15780.1 a."Imperial LS DI-112"Double Hung Extruded PVC Double Hung Window-(X/X Configuration)
Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15780 R7 II (a)Inst 15780.1.Ddf
j 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 15780.1 for Design Pressure Ratings,any FLIS780 R7 AE (a)Eval 15780.1.Ddf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15780.2 b."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration)
Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLIS780 R7 II (a)Inst].5780.2.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 15780.2 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780.2.Ddf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15780.3 c."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration)
Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FLIS780 R7 II (a)Inst 15780 3 Ddf
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 15780.3 for Design Pressure Ratings,any FL15780 R7 AE (b)Eva]15780.3.Ddf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
I
15780.4 d."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration)
Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLIS780 R7 II (a)Inst 15780.4.0f
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 15780.4 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780.4.Ddf
additional use limitations,Installation instructions and Created by Independent Third Party:Yes
product particulars.
15780.5 e."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(XIX Configuration)
Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15780 R7 II (a)Inst 15780.5.udf
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 15780.5 for Design Pressure Ratings,any FL15780 R7 AE (b)Eva[15780.5.Ddf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.'
15780.6 f.Series"Barcelona"Model"DH30I" Extruded PVC Double Hung"Impact"Window,Missile Level
"C"-(X/X Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15780 R7 II (a)Inst 15780.6.Ddf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SA1nEOW... 1/3/2018
r Florida Building Code Online Page 3 of 3
I
Design Pressure:N/A Evaluation Reports
Other:See INST 15780.6 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780.6.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15780.7 g.Series"Barcelona"Models Extruded PVC Double Hung"Impact"Window,Missile Level
"DH30I"&"DH30PI" "D"-(X/X Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15780 R7 II (a)Inst 1.5780.7.DdF
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 15780.7 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780.7.1)df
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particul rs.
1 15780.8 h.Series"Barcelona"Models Extruded PVC Double Hung"Impact"Window,High Velocity
"DH30I"&"DH30PI" Hurricane Zone-(X/X Configuration)
i
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15780 R7 II (a)Inst 15780.8.Ddf
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 15780.8 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780.8.Ddf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15780.9 T
Series"Barcelona"Models"DH30" Extruded PVC Double Hung"Non-Impact"Window-(X/X
"DH30P" Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15780 R7 II (a)Inst 15780.9.1)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 15780.9 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780.9.13df
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
Hack Next
Contact Us::2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement
I
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send
j electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to
Section"I".275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If
they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
Mr f6"".I;ov�1 Edo
Credit Card
Safe
I
I
I
i
I
I
i
I
https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGF VXQwtbgt3e 1 SAInEOW... 1/3/2018
i
j RW R W Building Consultants, Inc.
Consulting and Engineering Services for the Building Industry
B
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
i L• Florida Board of Professional Engineers Certificate of Authorization No.9813
'ProductEviduation i ,// ' I f 80 i
Oct/bei-11,22017
Product Sub Category Manufacturer Product Name
Category g ry
Soft-Lite LLC "Barcelona"
Windows Double Hung 10250 Philipp Parkway Model"DH301"&"DH30PI"
Streetsboro,OH 44241 Double Hung Window
(330)528-3400 'Impact"
Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt, P.E. (System ID#1998)for Soft-
Lite LLC., based on Rule Chapter No:61 G20-3,Method 1 D of the State of Florida Product Approval,Department of
Business&Professional Regulation.
i
RW Building Consultants and Lyndon F. Schmidt, P.E.do not have nor will acquire financial interest in the company
j manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition(2017) Florida Building Code(FBC)structural requirements
including the"High Velocity Hurricane Zone".
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing
or stucco.•
I
3. When used in"HVHZ",this product complies with Section 1626 of the FBC and does not require an impact resistant covering.
4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
i
j 5. Site conditions that deviate from the details of drawing FL-15780.8 require further engineering analysis by a licensed
engineer or registered architect.
6. This product meets the water infiltration requirements for"HVHZ".
7. See drawing FL-15780.8 for size and design pressure limitations.
Supporting Documen s:
i
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 03001734 TAS 201,202&203-94 Testing Evaluation Lab., Inc. Lyndon F.Schmidt, P.E.
2. Miami Dade NOA Materials Testing
17-0712.04 Saflex®PVB Interlayer(Eastman Chemical Company)
15-0528.13 PVC Extrusions(Vision Extrusions Ltd.)
3. Drawing No. Prepared by Signed&Sealed by
No. FL-15780.8 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt,P:E.
�gflfl9eDDDDg
4. Buck Anchoring RW BuildiPreparedng Consultants, Inc.(CA#9813)'6i
ASTM
Signed
F SchmidtSealed ,P.E.
°•°°
ASTM E1300 Glass Load Lyndon F.Schmidt, P.E. ��°y �;•��G iU S�°°°°°
5. Quality Assurance h!o 43409 °o
Certificate of Participation issued by Farabaugh Engineering and
Testing, Inc,certifying that Soft-Lite LLC is manufacturing products 6 ^`
within a quality assurance program that complies with ISO/IEC ,
17020 and Guide 53. °• STAT
°egSS�ON% ." Lyndon F.Schmidt,P.E.
FL PE No.43409
10/11/2017
Sheet 1 of 1
I
windows zS2 N,
Z Z .
d%•. :y.
Bi inging quality to light.. �'�.q�ff ""p "0 i o d
10250 Phiripp Parkway f I I I ttt
UN•:Z
Streetsboro,Oh o 44241 m0 m a
"BARCELONA" SEE CHART FOR SEE CHART FOR 4v d rn a0.tm
FRAMESIZES I FRAME SIZESt1 E O U.
Model TH301" and TH30P1" `z
A0
3a
DOUBLE HUNG WINDOW
Z
,IMPACT' "z
LL � c oz
Ad
GENERAL NOTES
o 1. This product has been evaluated and is in compliance with the 6th Edition(2017) < En
K o
"E
Florida Building Code(FBC)structural requirements including the"High VelocityU EL
=
Hurricane Zone"(HVHZ), h a a
2. Product anchors shall be as listed and spaced as shown on details.Anchor X X m
3 embedment to base material shall be beyond wall dressing or stucco.
o '
3. When used in the"HVHT'chis product compiles with Section 1626 of the FBC and
does not require an impact resistant covering.
x' z
z
4. For 2x stud framing construction,anchoring of these units shall be the same as that o
shown for 2x buck masonry construction. Ln
Model'DH301" Model"DH30P1"
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
0
6. This product meets the water infiltration requirements for the"HVHZ".
w z
8 a
TABLE OF CONTENTS MAX MAX GLASS DESIGN PRESSURE IPSO '` i
SHEET# DESCRIPTION MODEL FRAME'. "D L.O o a
1 Typical elevations,design pressures and general notes DIMENSION DIMENSION TYPE
POST_11 NEGATIVE,` z "
.. _. .. .. .. .. ,.... _.. Dale 4114117 i
2 Horizontal cross sections
3 Horizontal cross sections "DH301" 54.9'X 76.5" 46.25"x 33.875" Gl +55.0 -65.0 scALL N.T.S. °
€ 4 Vertical cross sections DWG'ErY` JK m
5 Buck and frame anchoring "DH30PI" 54.0"X76.6' 46.25"x 33.50" G1 +55.0 -65.0 arw BY. LFS 3
z 6 Components DRAWING Ho.: p
7 Components FL-15780.8 0
8 Bill of mater als and glaring detail
SHEEP1 OF 8 g,
V
Hardware Notes: 1 2 3 1-1M,MIN.
1. Locks(2)located on lock rail 4 4 4 EMB.lnP-I
1t7'fromeach jamb.
SEE DETAIL 1 SEE ANCHORING SHEET 7 z g` o
om
24 33 28 % �'•.. �.ti <
1 8 Gl INTERIOR INTERIOR '�i�i %% U)
N>nm
2 ����u nm��� o(5;0 C4 .z
Z / 0 (\ o a ■z4
$io gmOcw
a p o a
mdaU.
l co c4
ECP 0
u o Z
�a
I
° ❑ 13 9 ° a
X 23
1 ❑
3 o D 0 3
EXTERIOR EXTERIOR i
�U
E
w m
4 4 2 HORIZONTAL CROSS SECTION DEWL 1 En
a
2 Shown Direct to Masonry a
E
B a a
C m
24 SEE DETAIL 1 A C SEE DETAIL 1
NI 4"MIN.
6EMB.(TYP.J 33 28
8 G1 24
33 28 8 Gl
INTERIOR INTERIOR Z
S
G ° .
oo ❑I m
4 ❑ 13 9 ❑ 13 9 a <
a I
a EXTERIOR K ° EXTERIOR z
1-1/4"MIN. U MSE 4/14/17 i
5 EMB.(TYP.) 1 sr E N.T.S. o
E owc.er: JK m
CHK BY: LFS 3
1 HORIZONTAL CROSS SECTION 1 3 HORIZONTAL CROSS SECTION orawwc No.: �
$ 2X Buck Construction a
2 Shown w/1 X Buck FL-15780.8 a
�r N
SHEET Z OF S
L7
• I R:\Oients\Soft•Lite Permanent\A-Florida Product Approvals\FL-15780 Double Hung\C-Drawings\FL-15780(2017)\FL-157B0.8•B.dwg,3
A
T
O4.
s Z
C r
Go
I O pa
I N
Cn .�
o-
z U F.-A
° 0 0
W n n
w 0 so M ' —
m 0
0 0 0 n
o:1 o
>0 0
W
C,
22
A
22
0
0
I
i
jm
N D Go Ae
fA —1 — z
I X� ❑
I m�
nA ❑ W
0
N
to
m N
m gg
z w Y
m
O
I � D
W
rn �
I A
No.43409
Aeq
V $ F g PRODUCT: Documents Props W.
I� 'r) SOFT—LITE WINDOWS Lyn. N F43409mldt ���� ��N......LA
(n Z //llllllllttl�
JBYPART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
P.O. Bx30VDIrIco, FL33595
00 v NO DATECROSS S CHORIZONTA IONS Phone No.: 813.059.9197
REVISIONS FBPE C.A. No. 9813
®201 7 R.W.BUILDING CDNSU-18 INC.
1
I
R:\Cl1ents\5oft-Lite Permanent\A-Florida Product Approvals\FL-15780 Double Hung\C-Drawings\FL-15780(2017)\FL-15780.8-8.dw9,4
1-1/4"MIN.
EMB.(TYP.) , EMB.(TYP.)
m
A
N m 0 N os m
n
A N A
p^ j n
n
i a� o �o 0
o o
m m _
Z c' A I Z n (, s+
I0
i
m
o.
EMB.(TYP.)
° N n m
o A w n
a a 1.96"
0 m
o-A
fnX
0 oA o
�a 0 "� o
ey11 I O
Z W CA
ca W G
I C N IO
1-1/4"MIN.
V7
EMB.(TYP.)
m IAn
m n
co
N
< W N A o
.O
N 196"
0 A
cn O
A l7f n
i O
a
N
m w
y � N
O _
Z WC A V V `11111111!///
SClily��
1-1/4"MIN.
EMB.(TYP.) 1.95T' JO 1.957 _ No.43409 ;*=
I o o Q PRODUCT: Doeamente Preporotl i
SOFT—LITE WINDOWS Lyndon F. Sehmid! i�i�.•,• «?���Q����
P.E. No. 43409 ��Qi77�71s/�MA�.`'`\��`
u o Z /Illllllllll
$ -1 '1' PART OR ASSEMBLY: G��7��BUILDING CONSULTANTS, INC.
O x (n JI.4 P.O. Box 230, VoINao. FL 33595
C0 v NO DATE BY VERTICAL V Phone No.: 813ss9.9197
REVISIONS CROSS SECTIONS FBPE c.A No. 9813
0 201 7 R.W.9UILDIND CONSU-t8 INC.
�: *w"
4" Wig'
(IYP.) 10.5 O.C.(TYP.) _V * i5 <_?
y� 1 I 1 ���rrrrri iiia\%\\� o°n CO i
U N•;
UZU
2X BUCK F c: m
DV i Nn o a
TYP. SASH 1X BUCK G C� a m d aa
BUCK DIRECTTO H o c
o
2X _ MASONRY e z
BUCK < FRAME HEAD&JAMBS 3a
11 fn'P•)
MEETING —_—_____-- — Z
0
2X BUCK M =
MASONRY o
OPENING 1X BUCK K Z w
MASONRY DIRECT TO D 3 J
OPENING SASH MASONRY _
_ m
THROUGH TILT
LATCH BLOCK a
U v) M Y
e U 0
0 a m
a�' •+• m
3
e
BUCK ANCHORING FRAME ANCHORING
u
z
= O
a Ln
o CONCRETE ANCHOR NOTES:
F
1.Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
u
e maintain the min.edge distance to mortarjoinfs,additional concrete anchors ?
$ may be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
ti 3_Concrete anchor table
-MIN CLEARANCE MIN:CLEARANCE.
0
ANCHOR ANCHOR MIN
TO MASONRY 70 ADJACENT' _
TYPE •i. SIZE EMBEbMENi'; EDGE.... . . ANCHOR
a
.. ..:.. ... ... .. .... z v
INV a 1/4" 1-1/4" 2" 4" SCAM. N.T.S.7 z
TA
PCON
X
ELCO ® 1/4" 1-1/4" 1" 4" On.BY. JK m
c r BY. LFS
WOOD SCREW INSTALLATION NOTES: . oruwwc Ho.: a
1.Maintain a minimum 5/8"edge distance,]"end distance,&1"o.c.spacing ofFL-15
n
` wood screws to prevent the splitting of wood. OF 8
n0
SHFEf S OF 8 N
6
I
R;\Olerds\Soft•Li[e Pennanent\A-FbHda Product Approvals\FL-15780 Double Hung\C-Drawings\FL-15780(2017)\FL-18780.8-B.dwg,6
I 1�
1
O
N O
0
i
0.66"
It ry o0
I �
� jtO.065"
m
2.87'
I 0.95'---
m co
i 2 0
5 y
�n
S 1 Z r
0.27'—rl
0.86"
A
a O O
n 0.09"
�? N
I � r
y o Pq
0.065'
o t�
0.39" 0.37'
Na 0.64"
y
O 0.09" PP, 11 5
0? n I 4
oteILI
„ a
%%1
F• !Ni •,
I.os" a 0.2T' �.�`�v.'ucErieF'•:�' .�
0.94" /
Na.43409
Si' Q PRODUCT: Ooeumente Proparoe W.
�I F r7. F20R1DR•' �`
r SOFT—LITE WINDOWS Lyndon F. Sohmlat O
Z .p P/.En. No. 43409 IS11INAl-
I� a .....6
PART OR ASSEMBLY: Vin,'BUILDING CONSULTANTS, INC.
I1c,i O � ;r, to J1i_I/I/ P.O, Box 230, Vairlco, FL 33595
bo NO DATE BY COMPONENTS YYYYYY Phone No.: 813.859.9197
REVISIONS FBPE O.A. No. 9813 ,
©201 7 R.W.BUILDING C-U-15 INC.
• R:\Glens\Soft-Ltte Pemanent\A-Fonda Product Approvals\FL-15780 Double Hung\C-Dmwings\FL-15780(2017)\FL-15780.".dwg,7
I
2.87"
i
i
I
I o
r
I
� o
a
I o
I
I
o
V �
O _
I � I
1 O
T
o.
I
I
1.21"
1.07'--j
r W
Ln
d N
N
p
ti
� o
2.39"
1.21"
i 1.OT'
a
A y
.�
7-LOAr"
0
0 'z 0.05'
Ce
o
1.96"
No.*D9 1*�
I �Z9.r
�$ g PRODUCT: Document.Prepared By:.
r SOFT—LITE WINDOWS Lyndon F. Schmid! �i '•. OR(OR ' ��
P.E No. 43409 rrrr,s�Q�A1.
Iv to,io 2 -• 77I111111111��
r -1 PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
230, Valrico, FL 33595
Do v NO DATE BY COMPONENTS Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
®2D 1 7 Q.W.suILalNa CaNsu LTAN18 INC.
I
```���T
BILL OF MAIERIALS
ITEM r MATEIWAL :•"'• ,O'er
O 2
A 1X BUCK SG>=0.42 WOOD �_'� p j=�n
B 2X BUCK SG>=0.42 WOOD CP
=U:
��
d
C 1/4"MAX.SHIM SPACE - - _ o d m
D 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL %�y..MASONRY-3,
E 301 OR HOLLOWOBLOCK CONFORPSI MIN. MING TO ASTM
ACI CONCRETE '''''����1�1 I�tt. o n m i
F #B-15 X 2'TRUSS HEAD SMS(1-3/8"MIN.EMBEDMENT) STEEL o N d
G 1/4"X 23/4"HWH ELCO OR ITW CONCRETE SCREW STEEL P o E i m°o cai
H 1/4"X 2-1/4"HWH ELCO OR ffW CONCRETE SCREW STEEL \, �I e g 9 0 0 0.
K 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL V a ('v m a a m
M #10 X 2-3/4"PPH WS(73/8"MIN.EMBEDMENT) STEEL i
1 FRAME' PVC Q
2 HEAD' PVC G�
3 WEEP HOLE COVER' PVC
4 SILL ADAPTER' PVC
5 TOP UFT HANDLE` PVC
p 6 KEEPER RAIL' PVC o ¢�
7 LOCK RAIL' PVC 2 W o
8 PLAIN STILE' PVC wN
9 GLAZING BEAD* PVC 5/8"GLASS BRE DOW 2400 SAS w o3
10 BOTTOM LIFT RAIL* PVC 7/8"THICK -o
11 REINFORCEMENT(6065-T5 ALUM) ALUM.
12 REINFORCEMENT(6065-T5ALUM) ALUM. 1/8"ANNEALED y o m¢
O
13 REINFORCEMENT(6065-T5 ALUM) ALUM. 0.090"SAFLEX PVB INTERLAYER a a
14 HEAD POCKET INSERT' PVC
15 SLOPED INSERT* PVC 1/8'ANNEALED m
3 16 SLOPED SILL' PVC
0 20 LOCK
AIR SPACE
21 LOCK KEEPER }
24 TILT LATCH BLOCK �� I 1/8"ANNEALED OR TEMPERED GLASS*
25 TILT LATCH -
a 26 #8 X 1"PFH TEK STEEL STEEL INTERCEPT SPACER o
oGLAZING DETAIL N
27 #6 X 1"PFH TEK STEEL
G1
28 WEATHERSTRIP(187-270 TRI-FIN)
29 BULBSEAL
- 30 BULBSEAL
a 31 PIVOT BAR STEEL "HVHT'GLAZING NOTES: Z
32 #7 X 3/4"PFH TEK STEEL 1.GLAZING>36"WIDE REQUIRES TWO(2)SETTING BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1 m
2*TEMPERED GLASS IS REQUIRED FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND.
33 BALANCER BRACKET a F
•THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY
m
EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". 0 0
— z c
3
DATE: 4/14/17
S [E: N.T.S. D
E
M.er. JK m
CNK.BY. LFS 3
Y DRAMNC N0:
r
FL-15780.8 0
N
SHEET $ OF $
D
d