HomeMy WebLinkAboutProduct Evaluation ReportR W R W Building Consultants, Ir
BConsulting and Engineering Services for the Building Ind
C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.
MAR 0 5 2020
ST. Lucie County, Permitting
Product
Category
Sub Category
Manufacturer
Product Name
Swinging
Plastpro Inc.
Opaque Fiberglass Double Door
Exterior
Exterior Door
5200 W. Century Blvd.
w/ or w/out Sidelites
Doors
Assemblies
Los Angeles, CA 90D45
Inswing / Outlawing
(440) 969-9773
"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 Plastpro Inc. 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 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
excluding 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 areas requiring wind borne debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does
not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996
and FBC Sections 1609.1.2.2 & R301.2.1.2.1.
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-17184.8 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-17184.8 for size and design pressure limitations
Supporting Documents:
1. Test Report No.
Test Standard
Testino Laboratory
Sinned by
TEL 2004-07-13-017
ASTM E330-02 and ASTM E1996/1886-02
Testing Evaluation Lab.,lnc.
V.K. Wright
TEL 01391120
TAB 201-94, 202-94 & TAS 203-94
Testing Evaluation Lab.,lnc.
Lyndon F. Schmidt, P.E
2. Miami Dade NOA
Materials
18-0301.05
Saflex® PVB Interlayers (Eastman Chemical
Company)
3. Drawing No.
Prepared by
Signed & Sealed by
No. FL-17184.8
RW Building Consultants, Inc. (CA#9813)
Lyndon F. Schmidt, P.E.
4. Calculations
Prepared byFrf?;jjr6n;.,
ae, aaF,
Signed & Sealed by
Anchoring
RW Building Consultants, Inc�C,gt#9813)
" ° ;"„`, ^: ' '.;Lyndon F. Schmidt, P.E.
5. Quality Assurance
Certificate of Participation issued by
Management Institute, certifying thfl
within a quality assurance program t
Guide 53. r-r
9V .
X�U� u 1 Fl J
.e
c.tlI�� rBdui:49
60
Sheet of
Lyndon F. Schmidt, P.E.
FL PE No. 43409
1/14/2019
plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
OPAQUE FIBERGLASS DOUBLE DOOR
w/ or w/out SIDELITES
INSWING/ OUTSWING
"IMPACT`
GENERAL NOTES
I. This product has been evaluated and is in compliance with the 6th Edition
(2017) Florida Buldng Code (FBC( structural requirements excluding the
"High Velocity Hurricane Zone" (HVHZ(.
2. Product anchors shag be as listed and spaced as shown on details. Anchor
embedment to base material shag be beyond wag dressing or stucco.
3. When used in areas requiring wind borne debris protection this product
complies with FBC Sections 1609.1.2 & R301.21.2 and does not require an
impact resistant covering. This product meets missile level "d' and includes
Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.122 &
R301.2.1.2.1.
4. For2x 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 this drawing require further
engineering analysis by a licensed engineer or registered architect.
TABLE OF CONTENTS
SHEET!
DESCRIPTION
I
Typical eevahions, design pressures & general notes
2
DwrP s
tcUL
Doeitte—
3
nel de and glazing detail
panel
4
Elevations
5
Horizontal cross sections
6
Vertical cross sections
7
Vertical cross sections
8
Buck anchoring
9
Frame anchoring
10
Astragal details
11
Bit of materials and components
L
151.5"MAX. OA. FRAME WIDTH
37'ZS IANL 74.Q MAX. FRAME WIDTH
FRAME WIDH�I~ss
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CONFIGURATION
MAX.
FRAME
DIMENSION
MAX. SIDELfTE
D.L.O.
DIMENSION
DESIGN PRESSURE (PSF)
INSWING
DESIGN PRESSURE (PST)
OUTSWING
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
XX
74" X 98.0"
N/A
+45.0
-50.0
+45.0
-45.0
OXXO
151.5" X 98.0"
20.5" X 78.26'
+45.0
-45.0
+45.0
-45.0
FL-17184.8
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FBPE CA No. 0813
SEE NOTE 1 � L W
EXTERIORINTERIOR
1 VERIICAL CROSS SECTION
Oufswing shown-Inw ing atso approved
INTERIOR EXTERIOR
2
3 VERTL CROSS SECTION
7 InsvnnICAg configumfion
NOTE
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I. Spacing for item K. 6° ham each end
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Shownw/IXsubbuck
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INTERIOR
EXTERIOR
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7 Outswing conngurofion
INTERIOR
EXTERIOR
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7 Oufsvdng contgumtwn
FL-17184.8 s
4-
RYP.I�I
ttP. I I RYP.I
II I f
II
WP HEAD
I &JAMBS
MASONRY II MASONR'
OPENING II OPENING
I I
II
II
X BUCK I I
SHOWN FOR Rff. I I 2X BUCK -
ONLY
II
II
II ro�
II
I I
I I
II
II
BUCKANCHORING
XX
tt CONCRETEANCHOR NOTES:
I. ConcreteanchorbcaH atthecwnersmaybeadjwtedtomainta Memin.
etlged ante to morfwjomh.
2Concrete arxMwbcatiomnofed os htA%.ON CENTER'mvsf be atljvsfetl to
maintain the min. edge oislance to mwtwjolnts, addRionol conoele oochoo
may beregWmd to erswe the IMAX. ON CENIEIPcimensioo ore not exceeded.
o
= 3. Concrete anchor fade:
ANCHOR
ANCHOR
MIN. >-
MIN. CLEARANCE
MIN CLEARANCE
-T'^.
TYPE
SIZE
EMBEOMEM>.
TO MASONRY
IOADJACEM-
.
- .
EDGE
. ANCHOR; ..
Im
I1W
1/4'
1-1/4'
2'
4"
TA
ELCO
1-1/!'
1'
6'
ULTRACON
/I wuuuacncw maruuuurvnuin:
I. Molntamominimumentthege fang of.Pentl Nsbnre,a 1'o.c. spacing of
wood saevn to prevent Me sp6tfing olvmod.
S' 11YP.1 4^
8"
r QYP.) (1YP.)
�I^
II
II
II
II
II
II
II
II
II
II
II
I
2XREINFORCEMENT II
II
II
II
II
II
II
II
II
II
II
II
J,I, I
SHOWN FOR REF.I'I
SHOWN FOR REF.
ONLY I I
ONLY
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
SUCKANCHORING
OXXO
own e : JK
cmc er LFS i
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FL -I it14.8
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S II
II SEE DETAIL
2XBUCK j
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I MASONRY Izo
MASONRY
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6 HEADAND II
FRAME — JAMBS II —
i
ASTRAGAL FRAME -
SHOWN FOR
II REFERENCE
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2XBUCK N TYP. ®SILL II 2%BUCI
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Ilr
III' I I
S FRAMEANCHORING
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CONCRETEANCHOR NOTES:
a 1. Correfa anchor locafkms at the comers may be adjaded to mobtaM Die min.
edge durance to mgdaJoHb.
zCo fe aia k,calbm noted asTAAX. ON CENT aunt be adJuded to
s' malntaii the min. edge duranceto mo,rmiabh. mdtrnatconcefaoncnas
may be requ dfo.the 'MAX. ON CENTEWdmemion a re.1 azceaded
u1 Conoele anchor bbb:
ANCHOR
ANCHOR
MIN.
MIN. CIEARANCE=
MIN. CIEARANCE
TYPE
sin
EMBEDMENT
-. To MASONRY
TO ADJACENT''
EDGE ".
ANCHOR
11W
APC
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r
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6'
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II
SEE DETAIL2 II
J IK BUCK
II
TYP.
HEAD AND
II
_
JAMBS
II
ASTRAGAL
II
SHOWN FOR
_
II
_
REFERENCE
—
E II
ONLY
_
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— II
_
—o
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II
_ F
TYP. ®51LL
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U
DETAIL 1
Inswing
FRAMEANCHORING
OXKO
IXBUCK H q
2X BUCK K
Ixeuc 10 io
BUCK tlJ L 2X BUCK
HINGEDETAR
0
28 M
DETAIL I DEFAIL 2 27
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stoke plate to home
IAf[N d DEAD BOLT DETAIL
1
ASTRAGAL NINGEJAMB
STRIKE JAMB
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REVISIONS MPE CA No. 9813
Q 2012 R.W. BNlvtev cvwBYlwefe lnv.