HomeMy WebLinkAboutPRODUCT EVALUATION REPORTR W 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 or Professional Engineers Certificate ofAulhorization No. 9813
Product
Category
Sub Category
Manufacturer
Product Name
Soft -Life 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 10 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 process of the product named herein.
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.
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.
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.
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 Intedayer (Eastman Chemical Company)
15-0528.13 PVC Extrusions (Vision Extrusions Ltd.)
3. Drawing No.
No. FL-15780.8
4. Calculations
Buck Anchoring
ASTM E1300 Glass Load
Prepared by
RW Building Consultants, Inc. (CA #9813)
Prepared by
RW Building Consultants, Inc. (CA
Lyndon F. Schmidt, P.E.
5. Quality Assurance
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
17020 and Guide 53.
ElU3F
No 43409
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Signed & Sealed by
Lyndon F. Schmidt, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Lyndon F. Schmidt, P.E.
FL PE No. 43409
10/11/2017
Sheet 1 of 1
oft-Lite�
`Windows
Bringing quality to light.
102M Phspp Pak my
Sheetsb=, Ohio 44241
"BARCELONA"
Model TH301" and F'DH30PI"
DOUBLE HUNG WINDOW
IMPACT'
GENERAL NOTES
I. This product has been evaluated and is in compriancewith the 6fh Edition (20171
Florida Building Code (FBC) structural requirements Including the "High Velocity
Hurricane Zone" (HVHZI.
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 compries vrith Section 1626 of the FBC and
does not require an impact resistant covering.
4. Fa 2x stud forming construction, anchoring of these units shall be the some as that
shown for2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
6. This product meets the wafer infiltrotion requirements for the "HVHT'.
TABLE OF CONTENTS
SHEETS
DESCRIPTION
I
Typlodelevations, design pressures and general notes
2
Horizontal cross sections
3
Horizontal cross sections
4
Vertical cross sections
5
Buck and frame anchoring
6
Components
7
Components
8
Bil of motedols and glonng deM
SEE CHART FOR
fRAMESUEt
s
C
Model "DH301"
SEE CHART FOR
FRAMES4ES
Model "DWON"
-. MODEL
MAX -:.
-. FRAME -
61MENSION
MAX -_
DLO :-
➢IMENSION'__�
GLASS
TYPE
` DESIGN PRESSURE(PSQJ
" -- -
'�FOSIM
NEGATIVE
'DH301"
54.0'X 76.r
46.25"x 33.875'
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+55.0
-65.0
'DH30PP
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FL-15780.8
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REVISIONS
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CONCRETEANCHOR NOTES: n:
1. Concrete anchor locations of the comers may be adjusted to maintain the min.
edge distance to modarjoints.
2 Concrete onchorlocolTons noted as'MAX. ON CIENTER"must be adjusted to
maintain the min. edge distance to modarjointz additional concrete anchors
maybe required to ensure the'MAX. ON CENIER"dunension ore not exceeded.
3. Concrete anchor fable: a a
LEARANCE.
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REVISIO 5 FBPE CA No. 9513
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P.O. 9ov 330, .659.9, 7 33596
DATE BY COMPONENTS Pnena A. e. 9813919T
REVISIONS POPE CA. Na. 9913
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5/8"GLASS BITE �-• -� DOW 2400 SAS;
7/$'THICK
I/8•ANNEALED
I'- OA90"SAFLEX PVB INIERLAYER
1!8"ANNEALED
AIRSPACE
O�
1/8-ANNEALED OR TEMPERED GLASS*
STEEL INTERCEPT SPACER
G7 GLAZING DETAIL
J
"HVHZ' GLAZING NOTES:
I. GLAZING> 36" WIDE REQUIRES TWO (2) SETTING BLOCKS CONFORMING TO FBC SECTION 2411.3.3.I
2. *TEMPERED GLASS IS REQUIRED FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND.
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' THE APPROVED
EXTRUDERS
WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARETO BE
LICENSEES IN "AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS.
PRODUCED BY
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FL-157B0.8 c
Sx. B OF $ O
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ITEMt
MATERIAL
A
1%BUCK SG>=0.42
WOOD
B
2X BUCKSG>=0.42
WOOD
C
1/4"MA%. SHIM SPACE
-
D
I!4" X 23/4"PFH ELCO OR 81N CONCRETE SCREW
STEEL
E
MASONRY-3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F
#8-ISX2'TRUSS HEAD SMS(1-3/8"MIN. EMBEDMENT)
STEEL
G
1/4"X2-3/4°HWH ELCO OR UW CONCRETE SCREW
STEEL
H
1/4°X2-1/4"HWH ELCO OR OW CONCRETE SCREW
STEEL
K
1/4" X 3-1/4"PFH ELCO OR fNl CONCRETE SCREW
STEEL
M
#lOX2J/4"PPH WS (1�/8"MIN. EMBEDMENT)
STEEL
1
FRAME'
PVC
2
HEAD'
PVC
3
WEEP HOLE COVER'
PVC
4
SILL ADAPTER'
PVC
5
TOP LIFT HANDLE'
PVC
6
KEEPER RAIL'
PVC
7
LOCK RAIL'
PVC
8
PIAINSTILE'
PVC
9
GLAZING BEAD'
PVC
10
BOTTOM LIFT RAIL'
PVC
11
REINFORCEMENT (6065-TS ALUM)
ALUM.
12
REINFORCEMENT (6065-T5 ALUM)
ALUM.
73
REINFORCEMENT (6065-TS ALUM(
ALUM.
14
HEAD POCKET INSERT*
PVC
IS
SLOPED INSERT'
PVC
16
SLOPED SILL'
PVC
20
LOCK
21
LOCK KEEPER
24
TILT LATCH BLOCK
25
TILT LATCH
26
#8%I"PFH TEK
STEEL
27
#6%1"PfH TEK
STEEL
2B
WEATHERSTRIP �187-270 TRi-FIN)
29
BULB SEAL
30
BULB SEAL
31
PIVOT BAR
STEEL
32
#7 X 3!4"PFH TEK
STEEL
33
BALANCER BRACKET