HomeMy WebLinkAboutProduct Approval (Ti mini
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RW R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O.Box 230 Valnco,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
Product Sub Category Manufacturer Product Name
Category
Swinging Plastpro Inc. Cawed Fiberglass Doors
Exterior Exterior Door 5200 W.Century Blvd. Singles
Doors Assemblies Los Angeles,CA wl or wfout Sidelites
Phone 440.969.9773 lnswkV 1 Outtswi -"Non-Impact'
Scope: Product Evaluation report issued by R W Building Consultants, Inc.&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 5th Edition(2014)Florida Building Code 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 is required to be protected with an impact resistant covering
that complies with Section 1609.1.2 of the FBC.
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-17347.3 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-17347.3 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01390410 ASTM E330-02 Testing Evaluation Lab.,inr, V. K.Wright
TEL 01390454 ASTM E330-02 Testing Evaluation Lab.,lnc. V. K.Wright
TEL 01391140 ASTM E330-02 Testing Evaluation Labjnc. V. K.Wright
TEL 01391119 ASTM E330-02 Testing Evaluation Lab.,lnc. V. K.Wright
HTML 0339-0820-03 ASTM E330-02 Hurricane Test Laboratory V.J.Abraham
TEL 01391120 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton, P.E.
2. Drawing No. Prepared by Signed&Sealed by
No.FL-17347.3 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E.
3. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt,P.E.
4. Quality Assurance
Certificate of Participation issued by National Accreditation and
Management Institute,certifying that Plastpro Inc.is manufacturing products
within a quality assurance program that complies with ISOIIEC 17020 and
Guide 53.
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Lyndon F.Schmidt,P.E.
FL PE No.43409
4/16/2015
Sheet 1 of 1 "
37.5"MAX. 76.25"MAX.OVERALL FRAME WIDTH _`���
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OVERALL AM MAX. RAMSMAX. �FRAME WIDTH FRAME WIDTH �FRAME WIDTH
17M plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045 PIP
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GLAZED FIBERGLASS DOORS a
SINGLES s
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w/ or w/o SIDELITES
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INSWING/OUTSWING
1.5" o
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"NON-IMPACT' Z
11 S'MAX.OVERALL FRAME WIDTHAd
GENERAL NOTES37.25'MAX. 37.5'MAX. a� W
FRAME WIDTH'I I`FRAME WIDTH' m
I. This product has been evaluated and is in compliance with the 5th Edition o '
d (2014)Florida Building Code(FBC)structural requirements excluding the
"High Velocity Hurricane Zone"(HVHZ). SI a
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. z
3 O X O
$ 3. When used in areas requiring wind bome debris protection,this product is o
required to be protected with an impact resistant covering that complies O ° n
En
with Section 1609.1.2 of the FBC. o o
Ln
F 4. For 2x stud framing construction,anchoring of these units shall be the Z,
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. jo.
TABLE OF CONTENTS SHEET# DESCRIPTION MAX, JAMB DESIGN PRESSURE(PSI) DESIGN PRESSURE(PSI)1 Typical elevations,desi n pressures&general notes CONFIGURATION FRAME REINFORCEMENT' INSWING OUTSWINGZ
2 Door&Sid cpanedetails DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE a°
3 Lite frame lazin dela s X 37.5"x 98.0 N/A +47.0 -47.0 +47.0 47.0 a7e 1018114 z
4 ElevationsscNE N.T.S. 9
5 Vertical cross sections OX/XO 74.75"x 98.0" N/A +40.0 45.0 +40.0 -40.0 - JK m
s 6 Horaonto'cross sections 176.25"x 98.0" 2X +45.0 50.0 +45.0 45.0LFS 3
7 Buck anchoring 112.0"x 98.V' N/A +40.0 -45.0 +40.0 -40.0 oanwwo Ho.:
7.3
8 Frame anchorin &hardware details OXO 115.0"x 98.0" 2X +45.0 -50.0 +45.0 45.0 FL-1734 °
F, 9 Bill of materials and components 115.0"
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SEE DOOR LOCK AtANfIfAL TUBER i1igEL ,e
HARDWARE TABLE KNOB: swas(100)
DEADROLT: SERIES(660)
BOTTOM RAIL
TALE
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DEADSMT: 620 SINGLE CYLINDER Dae 1018114
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I� V Z n8EROLASS DOOR P.E. No. 4340Y MIf 111111\
T r -1 OS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
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NO5 UPDATE 10 5TH m. 2014 f73C JK ELEVATIONS w P.O. Bow 230. Valrico, 11 33595
w DATE 6Y Phone No.: 813.859.9197
REVI IONS FBM CA No. 9813
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10 centerline,2 additional at T&4.S'from end
INTERIOR EXTERIOR INTERIOR EXTERIOR o*cent to door.
INTERIOR EXTERIOR INTERIOR DMIOR
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21 27 SEE NOTE 1
20 26 25 29
DAM 10/8/14 z
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SVERTICAL CROSS SECTION VERTICAL CROSS SECTIONd VERTICAL CROSS SECTION 7 VERTICAL CROSS SECTION DMAM NO.: v
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EXTED RaR 4 HORIZONTAL CROSS SECTION
6 Inswng s own ng sirni1 Xloo1 5 1 1 5 1 R NJ J INTERK)RIMERSEE NOTE 1 9 11
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5 HORIZONTAL CROSS SECTION 9 6 Iruvnng shown utswrng similar
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DATE. 10181 14
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SEE NOTE 1 J y 11 12 M SEE NOTE 1 _M.Br. ;
7 HORIZONTAL CROSS SECTION 40 8 HORIZONTAL CROSS SECTION °RAwm Nm; ?
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PLA57PRO LyrWerr F.
_-_FIBERGLASS DOOR P.E. No, 43409 ��`
$ t- -i PART OR ASSEMBLY: BUILOIN9 CONSULTANTS• INC.
1 14 15 UPDATE TT1 STN ED. 2014 FHC JK BUCK ANCHORING P.O. Bok 230, Volrico, FL 33595
v NO DATE BY Ph. No.: 813.859.9197
REVISION-'; FBPE CA No. 9813
C 2014 R.W.BUILDING CON6lILTANT6 INC.
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FRAME ANCHORING 7347.3 °
BILL OF MATERIALS 4.56' `NA
ITEM E DESCRIPTION AIAIERIAL � ��'•• ' n
A 2X FRAMING G>=0.42 WOOD sG3
B 2X BUCK(G>=0.42) WOOD L -
( J * '
C 1/4"MAX.SHIM SPACE
D 1/4"PFH CONCRETE SCREW(1-1/4"MIN.EMB.) STEEL 2'13" 'i, '•. ��� a a to
E MASONRY-3,000 PSI MIN.CONCRETE OLLO RCONFORMING TO ACI CONCRETE POLY FIBER JAMB301 OR
G TO ASTM C90
FF X 2-1/2"PFH WOOD SCREW 1.15"MIN.EMB. STEEL n
G 3/16 PFH COICREM SCREW(1-11,17 MIN.EMB. STEEL ® o
J #10 X 2-117 PFH WOOD SCREW STEEL Y I„ M , o
M #10X2"PFH WOOD SCREW STEEL n
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1 POLY FIBER JAMB COMP. I f r
S VROWORMAENT JG-OM) WOOD 456'—moi 4-W -I s
6 DOOR SWEEP PVC
7 WEATHERSTRIP(ENDURA FORCE 5) FOAM INSWING THRESHOLD OUISWING THRESHOLD
9 #9 x 3/4"PFH WOOD SCREW STEEL Endura(z-series) Endura T[-Se�ies)
I I VX 4"HINGE STEEL �►—2,1" SIDEUTE
12 LATCH STRIKE PLATE STEEL SIDEUTE ADAPTER '
13 DEADBOLT STRIKE PLATE STEEL ADAPTER & z
20 INSWING THRESHOLD ALUM/COMP CD m IR
21 INSWING THRESHOLD w/SIDELITE ADAPTER ALUM/COMP �, a
22 OUTSWING THRESHOLD ALUM/COMP
23 OUTSWING THRESHOLD w/SIDELITE ADAPTER ALUM/COMP
24 ADA THRESHOLD ALUM �)
25 OUTSWING THRESHOLD ALUM/WOOD 4.56" F- 4.56" -I &
26 INSWING THRESHOLD ALUM/WOOD INSWWGTHRESHOLD w SIDELITEADAPTER OUrSN7NGTHRESHOLD w SIDELITE ADAPTER
27 INSWING THRESHOLD w/SIDELITE ADAPTER ALUM/WOOD 2T Endura(ZSertes) 23 Endura(z-Series) 4
40 DOOR PANEL
50 SIDELITE PANEL Fn
—----4.56" 4.57"
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Z
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25 OIRSWING THRESHOLD 26 INSWING THRESHOLD f?
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DLP DLP
CONCRETE ANCHOR NOTES:
1.Concfete anchor locations of the corners may be adjusted to maintain the min.
sone distance or locations
dnh.
4.56"-
2.
.56" ?
Z.Concrete anchor locaHors rioted as-MAX.ON CENTER"must be adjusted to o �2,1 Z' '� �
maintain the min.edge distance to mortarjoints.additional corraste anchors z
LP
may be required to ensue The"MAX.ON CENTER"dimension are not exceeded. �? p
3.Concrete anchor table:
z
z
MIN,CLEARANCE MIN.CLEARANCE u
ANCHOR ANCHOR RAIN. TO MASONRY R1 LDJACENT � DDA 1H HOLD i o
TYPE SIZE EMBEDMENT EDGE ANCHOR Da[: 10/8/14 Z
ITW OEM /16" 1-1 4" 3" 1-1 sue N.T.S. 9
TAPCON• 114- 1.1/4" r 4" DND.BY. JK M
ELCO 4.57"
' ULTRACON° 1/4" 1-t/4" 1" 4• N rxul,Ise. LFS 3
Druxaro No.: �
WOOD SCREW INSTALLATION NOTES: e
INSWING THRESHOLD w SIDELITE ADAPTER FL-17347.3
i.Maintain a rrdrJmurrr S/8"edge distance,1"end distance,d I"o.c,spacing of 27 a
&rood screws to prevent the spllttNrg of wood. DLP SWU_L OF 9
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