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PRODUCT: IMM.—ntn Pre By.,i
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F SOFL—LITE WINDOWS Lyndon F. Schmidt 1' �� •• Ot.
I i. P.E. No. 43409 '`\�
I� 6,p "-zl PART OR ASSEMBLY: �'° JJJS. INC.ll\\
//7(�p/ BUILDING CONSULTANTS, IN
I0 X in v t�Ul/ P:O. Box 230, Valrtoo, FL 33595
O1 v NO DATE BY COMPONENTS Y phone No.:j 813.859.9197
REVISIONS F8F?E C.A. No. 9813
®2017 R.W.BUILDING CDNB-ANtB INa.
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IV to Z P.F No. I3409 �i�is�OfNALt \��
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REVISIONS FOPE C.A. No. 9813
®2017 R.W.BUILDING C-8Il LTANtB INC.
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BILL OF MATERIALS •�.� 04� N
REM•6 MATERIAL
A 1X BUCK SG>=0.42 WOOD ==/`+1' oJ.Z
B 2X BUCK SG>=0.42 WOOD
C 1/4"MAX.SHIM SPACE
D 1/4!'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL %�y''• °�� o m
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE z
/// � , d d
- - - _-_- 301-OR.HOLLOW.BLOCK.CONF.ORMING TO ASTM C90-- - -- _-_ - ---_- _ _ -- - -= - - -- - - _ - - - = --____�CTTL m- .. 0",a-- z - - --
�y °N•:
F #8-15 X 7'TRUSS HEAD SMS(13/8"MIN.EMBEDMENT) STEEL n x=
G 1/4"X 2 3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL _ o°
X21/4_=HWH�ELCO GROW-CONCRETE SCREW- - -STEEL-
p z
-- -`-K-1%4"X3=1%4"PF3:ELCO_OR-ITWCONCRETE SCREW-- —STEEL--
L m
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M #10 X 23/4"PPH WS(13/8'MIN.EMBEDMENT) STEEL E o Z
1 FRAME* PVC 8 Tw
2= HEAD'-- - -- -- - ------ -----PVC------
3 WEEP HOLE COVER` PVC
4 SILL ADAPTER* PVC
5 TOP LIFT HANDLE` PVC m _
6 KEEPER RAIL' PVC o ¢�
a 7 LOCK RAIL` PVC
8 PLAIN STILE* PVC w m �N
9 GLAZING BEAD* PVC 5/8"GLA55 BITE DOW 2400 SAS N LLo:s
10 BOTTOM LIFT RAIL* PVC 7/8 THICK
it REINFORCEMENT(6065-T5 ALUM) ALUM. 1/87ANNEALED `n oma
12 REINFORCEMENT(6065-T5 ALUM) ALUM. 0 'o 1
13 REINFORCEMENT(6065-T5 ALUM) ALUM. 0.090'SAFLIX PVB INTERLAYER al a
14 HEAD POCKET INSERT' PVC
15 SLOPED INSERT* PVC 1/8"ANNEALED m
3 16 SLOPED SILL` PVC
0LOCK AIR SPACE
1 LOCK KEEPER _
2
24 TILT LATCH BLOCK - Q� I/8"ANNEALED OR TEMPERED GLASS*
25 TILT LATCH -
'= STEEL STEEL INTERCEPT SPACER o
o 26 #8 X 1"PFH TEK $TEGLAZING DEFAIL
27 #6 X 1"PFH TEK STEEL Gl �
28 WEATHERSTRIP(187-270 TRI-FIN)
29 BULBSEAL -
30 BULB SEAL -
a 31 PIVOT BAR STEEL "HVHZ"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
a 33 BALANCER BRACKET 2.*TEMPERED GLASS IS REQUIRED FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVEGROUND. a F
.9 THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY i
._`o EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". z u
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DRAWING NO.:
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SHEET 8 OF 8
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IORS
PARA;DISF EXTER
"Building Our Quality Reputc�tiot
One Customer At A Time" 1
SCC131150472
Property Information Building Information
Owner: NICHOLAS&KELLY HERNDON Wind Zone: ! 170 MPH.
Address: 353 SE TRANQUILLA AVE Exposure Category: C
PORT ST LUCIE,FL 34983 Minimum Building Dime6sion: 34 ft.
Mean Roof Height: 12 ft.
Risk Category: j II
Design Pressure Calculations
Opening Location Device Device Device Positive Max Negative
Number Zone Width(in) Height(in) [Elevation(ft)' MaxCressZe(psf) Pressure(psf)
1 Int 70 59 7 j' 35:2 -38.4
2 End 70 58 7 35:2 -45.5
--............................ .......... _.-.................-....... _......._.......... --................................
- -- - ..__._..__..._.._. --....__.
3 End 71 58 7 j_ 35.2 -45.4
4 Int 47 22 7 37:8 -41.0
5 Int 59 34 7 3710 -40.2
6 End 59 79 7 34:9 -44.8
7 Int 71 46 7 35.8 -39.0
___..........................................------............................._._. _......................._.......- —..--.-...... -__... _.......--- ......... ---- — -._...........-.-
8 Int 23 34 7 �' 37.8 -41.0
9 Int 70 58 7 I 35.2 -38.5
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Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition,(2017)Florida Building Code.
Page 1 of 1 s
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I=61 ® ® ® -I,Icslei v e
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.
PRODUCT APPROVAL REQUIRED OPENING MAXIMU MULTIPLE
OPENING (Location) IS THIS A PRODUCT ROUGH ARE
GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW
LOCATION Corner Zone WINDOW ACCEPTANCE OPENING SHUTTERS
NUMBER or Interior OR DOOR
TYPE NUMBER ( )PSF PSF(-) ( )PSF (-)PSF TESTED DIMENSIONS MULLION REQ Y/N
+ +
SIZE REQ Y/N/NA
1 Int- Window 7/8"Lami IG -FL1-5781:11 55- 60 3.5:2 -38.4 73 x 63-- 70x59 -No No
2 End Window 7/8"LamiIG FL15781.11 55- - 60 3.5.2 -45.5 73x63 70x58 No No
3 End Window 7.8"LamilG FL15781.11 55 60 35.2 -45.4 73 x 63 71x58 No� No --- — -
4 Int Window 7'8"LamiIG -FL1578.1.1-1 55 - 6.0- 37.8 -41.0 . 73 x 63 47x22 No No
5 Int Window 7/8"Lami'G FL15781.11 55 60 37.0 -40.2 73 x 63 59x34 No No
6 End Door V Lami IG FL11103.1 60 60 34.9 -44.8 96 x 96 5909 No No
7 Int Window 7/8"LamiIG FL15781.11 55 60 35.8 -39.0 73 x 63 71x46 No No
8 Int Window 7""LamIIG FL15780.8 55 65 37.8 -41.0 54x76.5 23x34 No No
9 Int Window 718"L.iIG FL15781.1.1 55 60 35.2 -38.5 73 x 63 70x58 No No
Florida Building Code Online Page 1 of 4
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BCIS Home Log In I user Registration Hot Topics�� Submit Surcharge Stats&Facts Publications I F136 Staff•) BCIS Site Map Links Search '
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Product ADoroyai Menu>Product or Aonilcation Search>ADollcahon List>Application Detail
,.. . .y
(� ,y •�,�",�. FL# FL15781-R i
Application Type Revision
Code Version 2017
Application Status Approved I`
I.
I
Comments
Archived l
Product Manufacturer Soft-Lite LLC
Address/Phone/Email 10250 Philipp Parkway
Streetsboro,OH 44241
(330)528-1136 ,
PLangan@soft-lite.com i
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com j
i
Technical Representative
Address/Phone/Email
Quality Assurance Representative I'
Address/Phone/Email
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
ID Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. I
the Evaluation Report
Florida License PE-43409
r
Quality Assurance Entity Farabaugh Engineering and Testing,Inc
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan 3.King,P.E.
I
[VI Validation Checklist-Hardcopy Received
i
Certificate of Independence FL15781 R7 COI (a)Certificate of Indeoendence.Ddf
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Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA 101/I.S.2/A440 I 2011
AAMA/W DMA/CSA101/I.S.'2/A440 2008
ASTM E1300 2004
ASTM E1886 2005
ASTM E1996 2006
ASTM E1996 2009
TAS 201,202,203 j 1994
Equivalence of Product Standards i
Certified By
I
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3'e l SA1nEO W... 1/3/2018
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Florida Building Code Online Page 2 of 4
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Product Approval Method Method 1 Option D
Date Submitted 10/07/2017
Date Validated 10/10/2017
Date Pending FBC Approval 10/15/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
15781.1 a."Imperial LS DSL12"Double Extruded PVC Double Horizfontal Slkng Window-(XX
Slider Window Configuration) I"
Limits of Use Installation Instructions,
Approved for use in HVHZ:No FL15781 R7 III(a)Inst i5781.1.6df
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 15781.1 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 7:5781.1.pdf
additional use limitations,Installation instructions and Created by Independent Third Party:Yes
product particulars.
15781.2 b."Imperial LS TSI-12"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX
Window Configuration) ; I'
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15781 R7 III (a)Inst',15781.2.odf
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 15781.2 for Design Pressure Ratings,any FLIS781 R7 AE (a)Eval!t5781.24odf
additional use limitations,installation instructions and Created by Independent(Third Party:Yes
product particulars.
• f
15781.3 c."5300 DSL53(G5352)"Double Extruded PVC Double Horizontal Sliding Window-(XX
Slider Window Configuration) ' I
Limits of Use Installation Instructions,
j Approved for use in HVHZ:No FL15781 R7 IT: (a)Inst 1i!;781.3.odf
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 15781.3 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval._15781.3.ndf
additional use limitations,installation Instructions and Created by Independent Third Party:Yes
product particulars. I',
15781.4 d."5300 DSL53(GS352)"Double Extruded PVC Double Horizontal Sliding Window-(XX
Slider Window Configuration) ' I
Limits of Use Installation Instructions.
Approved for use in HVHZ:No FL15781 R7 II (a)Inst 1�781.4.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Scfimidt,P.E.43409
Impact Resistant:Yes Created by IndependentiThird Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15781.4 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval-15781.4.odf
additional use limitations,installation instructions and Created by Independent;Third Party:Yes
product particulars.
i
15781.5 e.145400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window-(OX or XO
Slider Window Configuration) ; I l„ I
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLIS781 R7 II (a)Inst115781.5.udf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P;E.43409
Impact Resistant:No Created by IndependentiThird Party:Yes
Design Pressure:N/A Evaluation Reports '
Other:See INST 15781.5 for Design Pressure Ratings,any FL15781 R7 AE (a)EvJI 15781.5.Ddf
additional use limitations,Installation instructions and Created by IndependentiThird Party:Yes
product particulars. i
f„
15781.6 f."5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window-(OX or XO
Slider Window Configuration) i
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15781 R7 II (a)Inst115781.6.ndf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P:E.43409
Impact Resistant:Yes Created by IndependentiThird Party:Yes
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Florida Building Code Online ! Page 3 of 4
Design Pressure:N/A Evaluation Reports
Other:See INST 15781.6 for Design Pressure Ratings,any FL15781 R7 AE (a)EvaII15781.6 Iodf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars. i
15781.7 g."5400 TSLF54"Triple Slider Extruded PVC Triple HorizonEal Sliding Window-(XOX
Window Configuration) , I
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15781 R7 H;(a)Inst 15781.7.6dF
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 I; i
Other:See INST 15781.7 for Design Pressure Ratings,any FL15781 R7 AE (a)Eva[15781.7.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15781.8 h."5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX
Window Configuration) ; 1 I
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15781 R7 II;(a)Inst 157 1 8.6df
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 I i
Other:See INST 15781.8 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.8!odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
r
15781.9 rSe "Barcelona"Model Extruded PVC Horizontal Sliding"Impact"Window,Missile
" Level"C"Excludes Wind Zone 3 and 4(XO or OX
Configurations)
Limits of Use Installation Instructions'
Approved for use in HVHZ:No FL15781 R7 III(a)Inst 15781.9.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 15781.9 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval-1.5781.9iodf
additional use limitations,Installation instructions and Created by Independent Third Party:Yes
product particulars.
15781.10 j.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Impact"Window,Missile
"SSL30I" Level"D"Includes Wind Zdlie 4(XO or OX Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15781 R7 II'(a)Inst 19781.10.odf
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 I,
Other:See INST 15781.10 for Design Pressure Ratings, FL15781 R7 AE (a)Eval d5781.10.odf
any additional use limitations,installation instructions and Created by Independent Third Party:Yes
pr du a icu rs.
15781.11 k.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Impact"Window,High
"SSL30I" Velocity Hurricane Zone Large Missile(XO or OX
Configurations)
i
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15781 R7 III (a)Inst 15781.11iodf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.S6midt,P.E.43409
Impact Resistant:Yes Created by Independent I hird Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15781.11 for Design Pressure Ratings, FL15781 R7 AE (al Eval 15781.1'S.odf
any additional use limitations,installation instructions and Created by Independent Third Party:Yes
PC articulars.
15781.12 Ve�j,"Barcelona"Model Extruded PVC Triple Horizo'Atal Sliding"Impact"Window,
"TS " Missile Level"C"Excludes Wind Zone 3 and 4(XOX
1/4-1/2-1/4 and XOX 1/3,1%3-1/3 Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15781 R7 If (a)Inst IL5781.12.odf
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 I; '
Other:See INST 15781.12 for Design Pressure Ratings, FL15781. R7 AE (a)Eval-;.5781.12.odf
any additional use limitations,Installation instructions and Created by Independent 101rd Party:Yes
product particulars.
15781.13 m.Series"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Impact"Window,
"TSL30I" Missile Level"D"Excludes,Wind Zone 4(XOX 1/4-1/2-1/4
and XOX 1/3-1/3-1/3 Configurations)
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Florida Building Code Online Page 4 of 4
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.13.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 15781.13 for Design Pressure Ratings, FL15781 R7 AE (a)Evd 15781.13.1,df
any additional use limitations,Installation Instructions and Created by Independent Third Party:Yes
product particulars.
i
15781.14 rSLeies"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Impact"Window,
0I" High Velocity Hurricane Zone Large-Missile(XOX
1/4-1/2-1/4 and XOX 1/31,1/3-1/3 Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FLI5781 R7 II;(a)Inst 15781.14.0
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 15781.14 for Design Pressure Ratings, FL15781 R7 AE (b)Eval 15781.14.Ddf
any additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15781.15 o.Series"Barcelona"Model Extruded PVC Horizontal SIlding"Non-Impact"Window(XX
"DSL30" Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLIS781 R7 II (a)Inst 15781.15.odf
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 15781.15 for Design Pressure Ratings, FL1576 R7 AE (a)Eval 165781.15.12df
any additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15781.16 p.Series"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Non-Impact"Window
"TSL30" (XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations)
Limits of Use Installation Instructions"
Approved for use in HVHZ:No FL15781 R7 II (a)Inst 31i781.I6.Ddf
Approved for use outside HVHZ:Yes Verified By: Lyridon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15781.16 for Design Pressure Ratings, FLIS781 R7 AE (a)Eval 1.5781.16.Ddf
any additional use limitations,installation Instructions and Created by Independent Third Party:Yes
product particulars.
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response.to a public-records request,do not send
electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions;.please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under
Chapter 455,F.S.,please click ere.
Product Approval Accepts: i
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R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phone 8.13.659.9197 i
Florida Board of Professional Engineers Certificate of Authorization No.9813 I
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Product
Category' Sub Category Manufacturer (,,Product Name
Soft-Lite LLC ;'"BARCELONA"
Windows Horizontal Slider 10250 Philipp Parkway ; Model"SSL301"
„
Streetsboro,OH 44241 1 Sliding Window
(330)528-3400 i "Impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and 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.
RW Building Consultants and Lyndon F.Schmidt, P.E.do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval prgcess of the product named herein.
j 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".
i
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.
3. When used in the"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.
5. Site conditions that deviate from the details of drawing FL-15781.11 require further engineerin
ig analysis by a licensed engineer or
registered architect.
6. See drawing FL-15781.11 for size and design pressure limitations.
7. This product meets thew ter i filtration requirements for"HVHZ".
uppo mg ocuments:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 03001826 TAS 201,202&203-94 Testing Evaluation Lab, Inc. Lyndon F.Schmidt, P.E.
TEL 03001829 TAS 201,202&203-94 Testing Evaluation Lab,Inc. Lyndon F.Schmidt, P.E.
TEL 03001832 TAS 201,202&203-94 Testing Evaluation Lalli,Inc. Lyndon F.Schmidt,P.E.
TEL 03001870 TAS 201,202&203-94 Testing Evaluation Lab;Inc. Lyndon F.Schmidt, P.E.
2. Miami Dade NOA Materials Testing
15-1201.11 Saflex°PVB Interlayer(Eastman Chemical Company)
15-0528.13 PVC Extrusions(Vision Extrusions Ltd.)
3. Drawing No. Prepared by j Signed&Sealed by
No. FL-15781.11 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E.
' I
4. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E.
ASTM E1300 Glass Load Lyndon F.Schmidt, P.E.
5. Quality Assurance
Certificate of Participation issued by Farabaugh Engineering and .4
Testing, Inc,certifying that Soft-Lite LLC is manufacturing products a ° No 11340-
within a quality assurance program that complies with ISO/IEC
17020 and Guide 53.
STATE OF
n °, a°' Lyndon F.Schmidt,P.E.
FL PE No.43409
L^
`°O.R IV
8/29/2017
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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.
3. When used in the"HVHT'this product complies with Section 1626 of the FBC and
10 does not require an impact resistant covering. 0 0
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4. For 2x stud framing construction,anchoring of these units shall be the same as that N
shown for 2x buck masonry construction.
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5. Site conditions that deviate from the details of this drawing require further W
engineering analysis by a licensed engineer or registered architect. _
MAK MAX GLASS DESIGN PRESSURE(PSO Nz
6. This product meets the water infiltration requirements for the"HVHT'.TABLE OF CONTENTS 73.0"X 63.0"* 31.43T'x 54.375" Gil +55.0 -60.0 0
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D I P.E. No. 43409 „ �ip70MAL1ti�i��
hen Z IGD PART.OR ASS BUILDING CONSULTANTS. INC.
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1 COMPONENTS P.O: Box 230, Valrmoo, FL 33598
,°1 Co to 1 GATE BY Phone No.:„873.559.9197
REVISIONS PE C.A. No. 9813
Q 201 7 R.W.8—---Cone—to tNC. t I
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B 2X BUCK SG>=0.55 WOOD =U;
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13 REINFORCEMENT(6065-T5 ALUM) ALUM. 1/8"ANNEAIID o� o
14 REINFORCEMENT(6065-T5 ALUM) ALUM. AIR SPACE
15 REINFORCEMENT(6065-T5 ALUM) ALUM.
3 16 REINFORCEMENT(6065-T5 ALUM) ALUM. 0 1/B'ANNEALED OR TEMPERED* m
0 17 REINFORCEMENT(6065-T5 ALUM) ALUM.
18 SPACER DOW 2400 SAS
19 ROLLER ASSM. GT GLAZING DETAIL STEEL INTERCEPT SPACER
20 LOCK -
9 21 LOCK KEEPER
22 #7 X 3/4"PFH TEK(LOCK) SS o 0
= 23 PVC COVER FOR HS REINFORCING BAR(item#17) PVC *NOTE:TEMPERED G EQUIRED IN THE'liVHP'FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND, Ln
26 #8 X 1"PPH TEK(KEEPER) SS 3
27 #10.16 X 1-1/2"PFH TEK SS SS
28 WEATHERSTRIP(187-270 TRI-FIN) - W
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a •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY i
EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". m
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Product Approval
USER:Public User
Product Aooroval Menu>Application Detail
I�
-14
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FL# FL11103-R3
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Application Type Revision I
: x Code Version 2017 j
"€
Application Status Approved
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,. Comments
Q'U�j Archived ❑
$ x r Product Manufacturer Custom Window Systems In
Address/Phone/Email 1900 SW 44th Avenue I
Ocala, FL 34474 1
�u (352) 368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
,Q Technical Representative Say Lathrop
i Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
KED ,
�� (352) 368-6922 Ext 291 ,
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave j
Ocala, FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
I,
kP 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 the Lucas A.Turner
Evaluation Report
Florida License PE-58201
,at
"r t� Quality Assurance Entity Keystone Certifications,Inc.
i Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE I,
❑� Validation Checklist- Hardcopy Received
s
Certificate of Independence FL11103 R3 COI EvalRepo rt298C.pdf
a � Referenced Standard and Year(of Standard) Standard Year
t" AAMA/WDMA/CSA 101/I.S.2/A4,40-05, 2005
ASTM E1886-05 2005
rs.
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https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2fDemeO22TXniED%2fdomMIgZbLg%3d%3d[l/i./2018 1:09:56 PM]
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Florida Building Code Online
tea' " ASTM E1996-05 2005
TAS 201/202/203 1994
sv
' F Equivalence of Product Standards
Certified By
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u Sections from the Code
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t Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
a ,� Date Pending FBC Approval 10/02/2017
QI Date Approved 12/12/2017
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FL# Model,Number or Name Description'' ¢ I
x 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door.
Limits of Use Installation_Instructions
Approved for use in HVHZ:Yes FL11103 R3 II CWS-298C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas k Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +60/-60 Evaluation Reports',
a, Other: Large Missile, DP = +/-60 psf, Max. panel size 4'x 8'. FL11103 R3 AEEvalRenort298Gpdf
Config. include OXXO, OXO, OX,XO. Glass complies to ASTM Created by Independent Third Party: Yes
E1300-04.
, I
.`` Contact Uc;:2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
3 one.The emails provided may be used for official communication with the licensee.However email addresses are public k 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.,
a please click here.
w
Product Approval Accepts: •
,.� ® eChact M
Credit Card
tr Safe
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https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2fDeuieO22TXmED%2fdomMIgZbLg°/a3d°/a3d[1/3 2018 1:09:56 PM]
i
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I'
URNER No1239 Jabara Ave.
rth'Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 298C
1', : August 28, 2017
IR
Product Description: Series 8900 PVC Sliding Glass Door, LM Impact,4'x8' nominal panel size max.
I ! ,
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`n Ave, Ocala,FL 134474
Statement of Compliance: This report evaluates the above-listed product per the'requirements of FAC
Product Approval Rule Chapter 61G20-3.005 (4). This product complies with theifequirements of the 61n
Edition(2017)Florida Building Code including the High Velocity Hurricane Zone' The;product testing
standards performed are outlined below.
I i
Technical Documentation:
1) This report, prepared by Lucas A. Turner,P.E.,at 1239 Jab ara Ave.,North Port,TL
2) Approval drawing CWS-298C, signed and sealed by Lucas A.Turner, P.E:
3) Test Reports NCTL-210-3956-1 and-IA, from National Certified Testing`Laboratories, Orlando,
FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CS'A 101%I.S.2/A440-
2008, and ASTM E 1886/1996 2005
4) Supplemental Calcs. to support CWS-298C,signed and sealed by-Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-2980.
Limitations of Use: This product:
• May be used in up to 48 7/8"x 93 1/2"panel sizes (96"max. door height);with;'glass types and
max. glass daylight sizes as shown in CWS-298C
• Achieves design pressures of+/-60 psf
• Is Large Missile Impact Resistant and does not require the use of shutters'
• May be used in the High Velocity Hurricane Zone
• Requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade NO1 114-0916.11t
• Requires Quanex(Mikron) white rigid PVC framing per NOA#117-0206.40t
t I have evaluated the materials in these NOAs and find that they comply with'the requirements of the
6`n Ed. (2017)Florida Building Code for use in this product.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distribluting products for which
this report is being issued. I do not have, nor do I intend to acquire,nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
f �
RL�M,f rfi�i i i
•.(cam,
CCSTATE c3F fir ' 8/28/2017
''���'•. I Lucas A. Turner, P.E.
%4 0 R•ti FL PE #58201
I
I
GENERAL NOTES:
SLIDING GLASS DOOR - IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO WINDOW`INDOW!SW/�
COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND SYSTEMS
IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE.
HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474
191 1/8" www.cws.cc
48 7/8' MAX UNIT WIDTH 2.GLAZING DETAIL:(SEE SHEET 2)
PANEL WIDTH A 3.APPROVED CONFIGURATIONS:"OXXO","OXO",-X-&,'-OX- 8900 PVC
4.DESIGN PRESSURES: SLIDING GLASS
41 314- _ NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS
GLA. -_ -' ---'
-- - - _
IPACT
96' D O i- ------`- --TABLES ASTM E=1300_-04e01/09' - - - --- - --DOOR--- -- --
MAX -- -- - -- -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
UNIT INFILTRATION TEST
HEIGHT _-_ -- _- _ _ 0_0_400 109.-PRESSURE, N SS TAB Q - Z O
AND GLA TABLES
ASTM E 130 F
-- 93 1/2' 86 318'O 'X --'X- - ---�--- '- - - ------ - - - --` --- -- -- _=W=W O-Z- w--—'-
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE
Fn
MAX B GLASS B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL o �w z Or��_
PANELHEIGHT DLO WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR ZO zO r a of w OO
CALCULATIONS. O OF ci a x F
--� -- ------- ---- ---- --- -- --- --- -- - - __ _ v_) Z _I-!n0_ _
6 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT z p O Z) -j 0-
6 REQUIRED. 4 F Z 2 0 O w Z
>_ �30FHH0-
7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY ta,. ¢ �j Z)�O.2
8 A WELDED. w OLLU)WNopwU)F
8.SERIES/MODEL DESIGNATION:SGD-8900. d
O wP0 mm>_
a 3w
MAX UNIT WIDTH MAX UNIT WIDTH 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: a a
a8 X=OPERABLE SASH,O=FIXED SASH.
487/8" �{ MAX
ANEMAXL WIDTH I PANEL WID7H 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS :JGPy. '
11.EXTERNAL WEEP SLOT=1/4 x 1'LOCATED 4'FROM BOTH ENDS. =v:: No 55201
E
41 3!4'
GLASS
96" DLO -O: :¢
96"MAX _ __ MAX _ __ O;. STATE OF `
UNIT HEIGHT ...........R PO��`�
HEIGHT �E
9MAX D C D MAx2 E 0 X E ln„„11PANEL PANEL
HEIGHT HEIGHT
86 318"
GLASS Ca
DLO `1
C C
9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS MAX. PANEL DESIGN PRESSURE DRAwNsELEVATDIIONS
FCONFIG. MAX. UNIT SIZE SIZE RATINGIMPACT RATINGGENERAL NOTES&ELEVATIONS.....................1SECTION VIEWS OXXO&GLAZING DETAIL.....2 96"X 96" ADE 06/03/08
SECTION VIEWS OXO&XO........:.......................3 DWGtt: REV.:
EXTRUSIONS&B.O.M.........................................4 145-13/16"x96" 8-7/8"x 93-1/2'" +/-60 PSF LARGE MISSILE--IMPACT CWS-298 c
ANCHOR SCHEDULE&NOTES............................5INSTALLATION DETAILS.....................................6 191-1/8"X 96" scn E: SHEET
1:33.33 1 OF 6
WINDOW SYSTEMS 00
25 18 26 4 7 3 21 0 8 16 33 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
Q W W W.CWS.CC
�❑ i 0 8900 PVC
❑ ❑ SLIDING GLASS
- - -o - -- -- - -- -_ - - ---— - ---= o-- - - --- - - --DOOR-IMPACT - --
z -
- – - - - -
- — -- --- - - - = - --z zOz
_w w:o_d w 0 w
LL F-w§
zF-fig=
.e Z zmm<mwpp
- - - - - - --- --- --
0 oro 'a
1 1 30 33 6 4 19 2 9 -- --- -- - - -- ----- -- 1 - --Z--O-U-ZjU. --
SECTIONB-B } a3LLpwOm0Z
of 2� F-F-§z
17 1"OVERALL w OC)o�>-Z)w W
3116"TEMPEREDa w x 0 a.p M U)
IJ�J >LI LE p w F-o a x
Til frr 318"AIRSPACE d I' LL 0_ d
2 J1J LS� I 4 7/16"LAMINATED GLASS ,, ,AtO'�iff"ll
j } 3116"ANNEALED GLASS . 5:
Ili J;I 28 .090 SENTRY GLASS TONOPLAST INTERLAYER v7' No 56201 '•%�P r
8 3116"ANNEALED GLASS * ;
n 1 PAIR OF ANCHORS AT EACH CLIP. Z-0* -Ir:
LLQ 13 ❑ SEE SHT 6 FOR SPACING 'Pa STATE OF :k-
0
33
QUANEX DURASEAL
IG SPACER 13 PURFECTGLAZE"H'
SIKAFLEX 552
Li t
13116"GLASS BITE
3D 9/22/2017
30 r y fir, 13 SECTION C-C 12 LUCAS A.TURNER,P.E.
FIXED PANEL ATTACHMENT FL PE#58201
=J 4 1239 JABARA AVE.
f( �� 3 NORTH PORT,FL 34288
14 NOTE: PH.941-380-1574
10 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE SHEET DESCRIPTION:
14 WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OXXO
JJ Lt
AND GLAZING DETAIL
1 4 DRAWN BY: DATE:
1 �D(] D� 9 ADE 06/03/08
3 15 LL��
DWG#: REV.:
1:1.33 CWS-298 C —
SETTING BLOCKS PER FBC 2411.3.3.1 11ALE' SHEET
1:2.63 2 OF 6
VVINDOW
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
33 16 8 0 1 3 13 7 4 6 18 5
8900 PVC
o o b o SLIDING GLASS
-
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w ZOZ -zw
ILL F-Lu Z I-3:2 T
Z Z x 2 Q D'w O O
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61
gORE W
•�` P .TG�o
v:• No 55201 '.-P
25 24 7 33 3 1 0
o S Qt STATE OF
13 ,c
IOJ
a Q a
9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
F30@ 6 24 t9 z NORTH PORT,FL 34288
PH.941-380-1574
SECTION E-E SHEET DESCRIPTION:
SECTION VIEWS-OXO
AND XO/OX
DRAWN BY: DATE:
NOTES; ADE 06/03/08
1.ITEMS NOT SHOWN FOR CLARITY:10,26-32 DWG#: REV.:
2.-VERTICAL SECTION CAN BE SEEN ON SHEET 2. -CWS-298 C
SCAB : SHEET
1:2.63 3 OF 6
PARTS LIST 515/,6• -{ FRAME CONSTRUCTION 7JJ( /JJ)
ITEM PART NO DESCRIPTION VENDOR MATERIAL 16/8-
I
H-6042 FRAME,MAIN,SGD MIKRON PVC
2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC 1 WIPIDOW SYSTEPIS
3 S-1722 SUPPORT BLOCK,FIXED,SGD KEYMARK ALUM 0 24 1900 SW 44TH AVE.
4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 1 7IS' , 1/8' 2 t 1/16• www. FLORIDA 34474
LM❑U❑❑❑ate 118" WWW.CWS.CC
5 H-6059 PANEL SIDE RAIL,SGD MIKRON PVC o 0
6 H-6033 PANEL,INTERLOCK,FIXED MIKRON PVC
7 H-6060 PANEL,INTERLOCK,OPERABLE MIKRON PVC PVC OUTER FRAME-6042 REINF.-1993 8900 PVC
18 M061 INTERLOCK,SNAP-ON MIKRON PVC
9 H-6043 ASTRAGAL,SGD, MIKRON PVC SLIDING GLASS
- - - --
-10- P-3142 ROLLER,TANDEM ____-_ __--___ -- .-_SULLIVAN _STEEL_ _ 1 7/8'_ _ __- _-_ -1.7/g" __. __- _-- __ 1 718'_ _ FRAME CORNERS
--{ ----- -SCREWED-TOGETHER- - - UQOR"IMPACT
11 P-3342 SEAM SEALER,SM-5504 SCHNEE I 1:10
12 P-3039 SET.BLOCK,85 OUR.1/8'X7/8'X2" FRANK LOWE RUBBER
13 . P-3438 SIKAFLEX552 OR PURFECT GLAZE'H" SIKA/HENKEL 4 6 VENT CONSTRUCTION Q z 3 a z�
----14---P-3429-WSTP.-0.270 X:187;BACK-FINSEAL- -ULTRAFAB- - =7.=___ _ " 5 =-1, —— -__-- _ __ ____--_I--w w o,—¢�w z W—
15 P-3539 #8X314"QUAD PHILIPS,TEK FASTENAL ZINC I!
w zOz --H
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16 P-3557 #10 x 2,HEXHEAD,TEK FASTENAL ZINC 3 9116' 3 9116" 3 9/16' LL H w z O-3:�_
17 P-3752 CAP PLUG,1/2"HOLE M&M NYLON 118'
- O= ¢ w O OO OUa F a18 -P3767-#10 XTHEXWASHER HEADTEK -FASTENAL -ZINC U O(raU)
_ - _
LE KIT,PVC,SGD AMESBURY SEL 1/8• ¢ O
20 P3792 3//4"KEEPER AMESBURY SSzowzOLL0
?OfMpwFz21 P-3793 MORTISE LOCK HS&D SS _ a
cd
23 S 775 REINFORCEMENT,A ALUM.,SPANEL KEYMARK
ALUM
PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED w Ow 0 >o w in w
24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1'10 a z=0 p u~i
25 P4295 FRED PANEL CLIP KEYMARK ALUM 0 w F- w=�v}i
26 S-1597 COVER,FIXED PANEL CLIP KEYMARK ALUM 11/16' a ~ D. w�'a
27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 1/Z 2 �2 1/16'
28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM 1 5/8• y `�.� PgOREw`
29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM I y: E
G
30 S-6037 GLAZING BEAD 1.00',SGD MIKRON PVC a 26 UP:•�tONs ._pt4;
31 S-6041 TRACK,SCREEN,SGD MIKRON PVC 3 2 13/16 -; No 56201
32 S-6046 SUPPORT WELD,SGD MIKRON PVC 33/16' 1116' 31/16" 2518' 1 15/16" t/,6
33 GLASS(SEE SHEET 2) 118•
'
34 H-6044 SCREEN CHANNEL MIKRON PVC 1/8' 1/16'
�p: STATE
�y L �O'• ,o ••��
35 S-6045 SCREEEN ADAPTOR MIKRON PVC LI I JL� '.��'•.l OR
36 P-4278 IWSTP.,0.2"X1.25'DUST PLUG ULTRAFAB IUI NA;E
37 S-1764 ISILL THRESHOLD COVER(8900) KEYMARK ALUM fill
38 P-4366 1WSTP.,1"X7.1"X0.7'DUST PLUG ULTRAFAB PVC INTERLOCK SNAP-6061 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.-1775 HIGHRISE-1737
39 P-3302 JWSTP..0.330"X0.187"BACK FIN ULTRAFAB 211116' 2'
40 P-4479 WEEP HOLE COVER SULLIVAN PVC 21/8' 3/4•
37 1116' 32 �Z
33/8' "-I 5/8' 1/2' 35 1318' 13/16' --- 9/22/2017
L 6 I 1/16' ROLLER TRACK-1930 1314 ---
3l4' 1/t6 v9ur ]- 1I16• LUCAS A.TURNER,P.E.
01
SILL THRESH COVER-1764 FL A#RA AVE.PVC SCREEN ADAPTOR-6045 1239 JABARA A
PVC WELD SUPPORT-6046 NORTH PORT,FL 34288
7!8• 2 1116• PH,941-380-1574
2 3116' SHEET DESCRIPTION:
5 1/16'r---Jc:=] OC= 4318- 118' 7/16' 5/8'
2 ,/6 3 30 BOM AND EXTRUSIONS
1 112' ,14• 9116'
I 1 118" 31 DRAWN BY: DATE:
1/16" I 1/,6' 1/16'
1/8• FIXED PNL SUPPORT-1722 1/1s• ADE 06/03/08
PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 PVC SCREEN TRACK-6041 DWG#: REV.:
oogooL_ CWS-298 C
PVC ASTRAGAL-6043 REINF.-1726
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037 SCALE: SHEET
12 4OF6
6'MAX.--{ 12'MAX O.C. Iq•(Typ) I WINDOW SYSTEPIS LLLL%%JJ
(TYP) I (TYP) 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
-— WWW.CWS.CC
6"MAX.
(TYP) 8900 PVC
16•MAx.o.c.
(NP) SLIDING GLASS
-- - - ' -- ' - - -
- - - --- --- - -- --. _ - __-- -DOOR-IMPACT--
z
-Z
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W ZUZ;Fc 0_ �_Z-�_— -
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5O. STATE OF 43
ANCHOR LAYOUT
NOTES: ���•SS�ON.��y�NC��`l
1.INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WH:SPACEGREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL
BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. .7
r
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6,
9/22/2017
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE LUCAS A.TURNER,P.E.
PROTECTED TO PREVENT REACTION.
FL PE#58201
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE.
SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT,FL 34288
PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS SHEET DESCRIPTION:
TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS
BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2"FOR MASONRY,1"FOR WOOD AND METAL.
DRAWN BY: DATE:
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 06/03/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. D tt: REV.:
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: -CWS-298 C
NJ
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMADMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS). SCALE: SHEET
120 5 OF 6
TYPICAL HEAD ANCHORAGQwmffl 2 7116"MIN. MIN.EDGE DIST. 114'MAX.SHIM
SEE TABLE 1
NTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE.
SEE TABLE 1 OCALA,FLORIDA 34474
W W W.CW S.CC
SUBSTRATE BY OTHERS MIN.EMBEDMENT
SEE TABLE 1 z 1 -1 SEE TABLE 1
-n8900 PVC
- PERIMETER SEALANT_-_-_ __ �1/4'MAX.SHIM SLIDING GLASS
BY INSTALLER ----- --- - - - -
- _ - DOOR-IMPACT- -
INSIDE AND OUT �' 'Iq -- - -- -- - - -_- -_ - - - 2 7116'MIN. - - --- - - - -
Z
W ZOZ
o � y O�3 m.
INSTALLATION ANCHOR e� LL I-w Z F-3 2 x
SEE TABLE 1 MIN.EDGE DIST. ZO Q F�a w W O 0
-- - =-- - - -- - - - - — - _SEE TABLE 1. U U F-Z d 2 F-
----- - ----
SEALANT BETWEEN -- - -- -- - -- - -- C1 --Z-�'50=Z~Z d
SILL RISER AND FRAME // Z p V` p j U
na BY INSTALLER } Q QQ Q W =O�
Q U �q
INSIDE ETER AND OSEALANT BY INSTALLER O Q F} O 2
PERIMETER SEALANT �� Oa U� SUBSTRATE BY OTHERS W w to O W u)W
BY INSTALLER SEE TABLE 1 Z-
INSIDE AND OUT R 2 a of O g 0
DO NOT COVER �1 HORIZONTAL SECTION O W w W O
WEEP HOLES W H O.2 >
MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE a F- D. Of a
SEE TABLE 1
SEE
UBSSUBSTRATE BY OTHERS INSTALLATION ANCHOR p`� p,NOREW 'Al
SEE TABLE 1 9
TWO ANCHORS PER j4P'\�OENsfi,•:¢,i�
FIXED CLIP THROUGH v 1• No 58201
SEALANT UNDER SCREW 2 7/16" MIN.EDGE DIST. PRE-DRILLED HOLES 1
HEAD BY INSTALLER MIN. SEE TABLE 1
/ A 1 VERTICAL SECTION 114'MAX.SHIM -D; grz
6 TYPICAL SILL ANCHORAGE FIXED PANEL Sp0�•, STATE
MIN.EMBEDMENT ���'•,C AOR
SEE TABLE I 'is'5+� ....
00,
TABLE 1:APPROVED INSTALLATION FASTENERS 49 FIXED PANEL
SUBSTRATE TYPE ANCHOR TYPE MI .EMBEDMENT MIN.EDGE DIST. 12" EDGE DIST.
SEE TABLE 1
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 3"
CONCRETE(2.85 KSI MIN.) 3116'ELCO ULTRACON 1-314" 1" ❑ f�L
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16'ITW TAPCON 1" 3" 9/22/2017
HOLLOW OR GROUT FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" 17 7IEMAX.O.C. LUCAS A.TURNER,P.E.
2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-3/8" 1' FL PE#58201
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/B' 1' 1239 JABARA AVE.
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD FIXED PANEL CLIP NORTH PORTPH.941-380-1,-1 34288
7/16" CLIP ANCHORS MUST 574
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" BE LOCATED A MINIMUM SHEET DESCRIPTION:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD DISTANCE OF 3'AWAY
1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" FROM ANY MAIN FRAME GENERAL NOTES AND
FDD PANEL CLIP ANCHORS INTO: ANCHOR. ELEVATIONS
CONCRETE(2.0 KSI MIN.)OR 3/16"ITW TAPCON 1" 3" INSTALLATION L DRAWN BY: DATE:
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) ANCHOR(TYP) \ ADE 06/03/08
FD(ED PANEL CLIP ANCHORS INTO: C `HORIZONTAL SECTION
FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE DWG tt: REV.:
_
CONCRETE(2.85 KSI MIN.)OR - _. 3/16"ELCO ULTRACON 1-1/4.. 2-172" CWS-298 C
HOLLOW OR GROUT-FILLED CMU(ASTM C-90)
SCALE: SHEET
NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1. 1:2.67 6 OF 6
' I
Gil Florida Building Code Online Page 1 of 3
k
SCIS Home I Log In j User Registration Hot Topics Submit Surcharge Stats Ik Facts Publications I FBC Staff I BCIS Site Map ; Links i Search
b
d 't T� Product Approval
x USER:Public User
Product Approval M=_nu>Product or Application Search>Application List>Application Detail i
x� u ` FL#
i FL15780-117 i
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Soft-Lite LLC
Address/Phone/Email 10250 Philipp Parkway
Streetsboro,OH 44241
(330)528-1136
PLangan@soft-lite.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com j
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
I
Category Windows
f'
Subcategory Double Hung
1
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 Farabaugh Engineering and Testing,)Inc
Quality Assurance Contract Expiration Date 12/31/2018 1
Validated By Ryan].King,P.E.
i I,,
iii Validation Checklist-Hardcopy Received
i
Certificate of Independence FL15780 R7 COI (a)Certificate of Indeoendence.Ddf
Referenced Standard and Year(of Standard) Standard I Year
AAMA/W DMA/CSA101/L S!2/A440 2008
AAMA/WDMA/CSA101/I.S!2/A440 2011
AAMA/W DMA/CSA101/LS.2/A440 2005
ASTM E1886 2005
ASTM E1996 12006
ASTM E1996 j 2009
TAS 201,202,203 I 1994
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgt3 e 1 SA1nEOW... 1/3/2018
1.
I
I '
I
c '
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option D
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
I�
FL# Model,Number or Name Description
15780.1 a."Imperial LS DH12"Double Hung Extruded PVC Double Hung Window-(X/X Configuration)
Window ('
Limits of Use Installation Instructions,
Approved for use in HVHZ:No FL15780 R7 III(a)Inst 3.5780.1.odf
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 Ij
Other:See INST 15780.1 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780.1'.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars, I.
Ir=
15780.2 b."5400 DH54(G5405)"Double Extruded PVC Double Hung IWlnclow-(X/X Configuration)
Hung Window i I I
Limits of Use Installation Instructions
Approved for use In HVHZ:No FI-15780 R7 ff (a)Inst j.5780.2.odf
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)Eva[�i5780.2'.Ddf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars. i
15780.3 c."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration)
Hung Window I,
Limits of Use Installation Instruction's
Approved for use in HVHZ:Yes FL15780 R7 IIi (a)Inst 11,w80.3.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent l liird Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15780.3 for Design Pressure Ratings,any FL15780 R7 AE (b)Eva1:15780.3.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15780.4 d."5300 DH53(G5305)"Double Extruded PVC Double HungWindow-(X/X Configuration)
Hung Window
Limits of Use Installation Instructions;
Approved for use in HVHZ:No FL15780 R7 II (a)Inst;f5780.4.odf
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 1i
Other:See INST 15780.4 for Design Pressure Ratings,any FL15780 R7 AE (a)Evak15780.4'.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars. I "
15780.5 e."5300 DH53(G5305)"Double Extruded PVC Double Hung:Window-(X/X Configuration)
Hung Window I
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15780 R7 li (a)Instll!W80.5.odf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P:E.43409
Impact Resistant:Yes Created by IndependentlThird Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15780.5 for Design Pressure Ratings,any FL15780 R7 AE (b)Eva1'15780.5.1)df
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
i
15780.6 f.Series"Barcelona"Model"DH30I" Extruded PVC Double Hung;"Impact"Window,Missile Level
"C"-(X/X Configuration)1,
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15780 R7 11 (a)Inst115780.6.odf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Inde,pendentlThird Party:Yes
I `
� I
https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgt3'6l SA1nEOW... 1/3/2018
I
II
Florida Building Code Online Page 3 of 3
Design Pressure:N/A Evaluation Reports
Other:See INST 15780.6 for Design Pressure Ratings,any FLIS780 R7 AE (b)Eval 15780.6:ndf
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)I'
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLIS780 R7 II I(a)Inst 15780.7.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 I: i
Other:See INST 15780.7 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval,15780.7.`Dclf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particul rs. I I'
r
15780.8 h.Series"Barcelona"Models Extruded PVC Double Hung"Impact"Window,High Velocity
"DH30I"&"DH30PI" Hurricane Zone-(X/X Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15780 R7 III(a)Inst i-.5780.8.odf
Approved for use outside HVHZ:Yes Verified By:Lyridon 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. zd
15780.9 i.Series"Barcelona"Models"DH30" Extruded PVC Double Hung l"Non-Impact"Window-(X/X
&"DH30P" Configuration) I I
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15780 R7 III(a)Inst 35780.9.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;
Other:See INST 15780.9 for Design Pressure Ratings,any FL15780 R7 AE (a)Eva0.5780.9'.Ddf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars. I y
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
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The State of Florida Is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacv Stat Iement::Acc+ssiblll[v Statement::Refund Statement
isl
Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions;please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter455,F.S.must provide the Department with an email address If
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made avallable to the'public.To determine if you are a licensee under
Chapter455,F.S.,please click here.
Product Approval Accepts:
Credit Card
Safe
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https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgti e1SAInEOW... 1/3/2018
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RW R W Building Consultants, Inc.;
B Consulting and Engineering Services for the Building Industry;
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813;
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,Product / '//
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J�ate: /I2017
Product
Category Sub Category Manufacturer Product Name
Soft-Lite LLC I "Barcelona"
10250 Philipp Parkway Model"DH301"&"DH30PI"
Windows Double Hung , ,
Streetsboro,OH 44241 Double Hung Window
(330)528-3400 1
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.
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RW Building Consultants and Lyndon F.Schmidt, P.E.do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approvallprocess of the product named herein.
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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,
5. Site conditions that deviate from the details of drawing FL-15780.8 require further engineering analysis bya 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:
t
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) I
15-0528.13 PVC Extrusions(Vision Extrusions Ltd.) '
3. Drawing No. Prepared by i Signed&Sealed by
No. FL-15780.8 RW Building Consultants, Inc. (CA#9813) I Lyndon F.Schmidt,P.E.
Calculation
d by
4 Sealed by
Buck Anchoring RW Building Consultants, Inc.(CA#9813) ����,o�• ��� f� � Lyndon F.Schmidt,P.E.
peecaee
ASTM E1300 Glass Load Lyndon F.Schmidt, P.E.
5. Quality Assurance m� No 45409 p
Certificate of Participation issued by Farabaugh Engineering and
Testing, Inc,certifying that Soft-Lite LLC is manufacturing products ^'
within a quality assurance program that complies with ISO/IEC oil 5 f AT t
17020 and Guide 53. m�0
®moo � e O R t
e,®®SS�6�ga 0v0i Lyndon F.Schmidt,P.E.
FL PE No.43409
10/11/2017
Sheet 1 of 1
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.Bringing quali1�y to light.
- --=10250 Philipp Parkway---- -_— —' — - --- - --
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Sfreetsboro,Ohio 44241 - --_—__._.-- -----_ -_-- _-__-_- ---_-- �__-_ s,. �..N-.;?.
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FRAME FRAME SIZES
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Model "DH301" and TH30P1" 9z
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DOUHLE-HUNG-WINDOW------- - = - - -- - i
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IMPACT XI N WZ
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GENERAL NOTES �n w
1. This product has been evaluated and is in compliance with the 6th Edition(2017) ¢ ^ o a
Florida Building Code(FBC)structural requirements including the"High Velocity ,/% /j/ w
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Hurricane Zone"(HVHZ). j
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2. Product anchors shall be as listed and spaced as shown on details.Anchor X x
embedment to base material shall be beyond wall dressing or stucco.
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3. When used in the"HVHT'this product complies with Section 1626 of the FBC and
does not require an impact resistant covering.
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4. For 2x stud framing construction,anchoring of these units shall be the some as that
shown for 2x buck masonry construction. Model'DH301" Model TH30PI"
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
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a 6. This product meets the water infiltration requirements for the"HVHZ".
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TABLE OF CONTENTS MAX MAX DESIGN PRESSURE(PS(7 Z
SHEEN DESCRIPTION MODEL FRAME DLO GLASS
a 1 Typical elevations,design pressures and general notes DIMENSION DIMENSION. TY('E POSITIVE NEGATNE,,: n
z
DATE- 4/14 17 z
2 Horizontal cross sections g
3 Horizontal cross sections "DH301" 54.0"X 76.5" 46.25"x33.875" GI +55.0 -65.0 scuE N.T.S. _
EDWG.BY: JK m
4 Vertical cross sections
5 Buck and frame anchoring "DH30PI" 54.0"X 76.5' 46 25"x 33.50" Gl +55.0 -65.0 CHK.BY. LFS 3
sw DRAWING NOa ¢
6 Components_ __ _
7 Components FL-15780.8 0
8 BBI of materials and glaang detail "
SHEET 1 OF 8
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& CONCRETE ANCHOR NOTES:
i.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
maintain the min.edge distance to mortar joints,additional concrete anchors ?
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. m
3.Concrete anchor table: < 4
MIN CLEARANCE: MIN.Ci13ARANC 'm
ANCHOR ANCHOR MIN 70 MASONRY 70 ADJACENT;, 0 0
TYPE SIZE EMBEbMENT
:. EDGE : .ANCHOR .: z v
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ITW
TAPCON® 1/4" 1-1/4" 2" 4" sCnl� N.T.S.
ELCO ® 1/4" 1 1/4" 1" 4" DWG.BY: JK
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CHK.BY: LFS 3
WOOD SCREW INSTALLATION NOTES: MAWING HD.: n
1.Maintain a minimum 5/8"edge distance,Y'end distance,&1"o.c.spacing of
FL-15780.8 D -
'n wood screws to prevent the splitting of wood. "
SHEEP J� OF 8
6