HomeMy WebLinkAboutProduct Approval R W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry RECIMED
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813 MAR 15 2w
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ReportProduct Evaluation Report
Date:
Product Sub Category Manufacturer Product Name
Category
Plastpro,Inc. Smooth I Wood Grain/White Wood Grain
Exterior Swinging
Exterior Door 5200 W.Century Blvd. Rustic/Mahogany
Doors Assemblies Los Angeles,CA 90045 Series 0 Fiberglass Door
Phone 440.969.9773 Inswing/Outswing-"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 6th Edition(2017)Florida Building Code 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 the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact
resistant covering.
4. When used in areas outside of the"HVHZ"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 E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1.
5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL-15210.2 require further engineering analysis by a licensed engineer or
registered architect.
7. Outswing configurations meet water infiltration requirements for"HVHZ". All other configurations do not meet the water infiltration
requirements for the"HVHZ"and must be installed only in non-habitable areas or at habitable locations protected by an overhang or
canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees.
8. See drawing FL-15210.2 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E.
TEL 01391846 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. William Shelton,P.E.
ETC-05-255-16776.0 ASTM D 635-98,638-03, 1929-96&2843-99 ETC Laboratories Joseph L.Doldan,P.E.
ASTM G 26-95
ETC-06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L.Doldan,P.E.
ETC-07-209-19303.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Ben Meunier
2. Miami-Dade NOA Materials
17-0712.05 Saflex PVB Interlayer(Eastman Chemical Company)
16-0314.11 Royal Mouldings(Ext.PVC)
3. Drawing No. Prepared by Signed&Sealed by
No.FL-15210.2 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
111111111/1���,
4 AnchorinCalculag
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9 9 ( ) �)• I� Lyndon F.Schmidt,P.E.
ASTM E 1300 Glass Load Lyndon F.Schmidt,P.E. �� •;•��C E IVS+-.•.
5. Quality Assurance No 43409
Certificate of Participation issued by National Accreditation and Management
Institute,certifying that Plastpro,Inc.is manufacturing products within a quality A i
assurance program that complies with ISO/IEC 17020 and Guide 53. •cam+
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STATE OF : ��
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FL PE No.43409
9/18/2017
Sheet 1 of 1 ,1111111111111 %
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5200 W. CENTURY BLVD. ;,�•... �; �o��
LOS ANGELES, CA 90045
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1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code (PBC) 133 X " r Q
In structural requirements including the"High Velocity Hurricane Zone"(HVHZ). ,� � In
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2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall a
be beyond wall dressing or stucco. 0
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3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and does not a
require an Impact resistant covering.
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4. When used in areas outside of the"HVHT'requiring wind bome 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'T7'and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.I. ®®
e 0
5. For 2x stud construction,anchoring of these units shall be the some as that shown for 2x buck masonry ° N
construction. ®� o
V, 6. 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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7. Outswing configurations meet water infiltration requirements for"HVHT'.All other configurations do not meet �2�2
$ the water infiltration requirements for the"HVHT'and must be installed only in non-habitable areas or at
habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or 2
overhang to sill is less than 45 degrees. -�Ln i
TABLE OF CONTENTS MAX. DESIGN PRESSURE(PSF) r�ij
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SHEETtf DESCRIPTION SHEEi CONFIGURATION FRAME i
1 Typical elevations,design pressures& neral notes 9 Vertical Cross Sections(Thresholds) DIMENSION POSITIVE NEGATIVE a
2 Door panel details 10 Horizontal&Vertical Cross Sections Direct to MasonryOX/XO 76.5"x 82.0" +75.0 -75.0 02116112 i
3 Sidellte panel details i 1 3-Point lock details _ s=L' N.T.S.
4 Lite frame details and glaring detalls 12 3-Point lock details DWG.BY; JK m
s 5 Elevations 13 Buck anchoring OXO 115.5"x 82.0" +75.0 -75.0 cxx.Br LFS 3
6 Horrzontal&Vertical Cross Sections(2X Buck) 14 Frame anchoring rc
7 Horizontal&Vertical Cross Sections 1 X Buck 15 Components See sheets 2&4 for hardware and lite frame design pressure limitations Ba�wL 15
I P FL-15210.2 N
B Horizontal&Vertical Cross Sections(Direct to Masonry 16 Btll of materials °
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SHOWN FOR I I I I SHOWNREF.�RREFI I _ ��
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BUCK ANCHORING BUCK ANCHORING
OX OXO '
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N
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CONCRETE ANCHOR NOTES:
n 1. Concrete anchor locations at the comers may be adjusted to maintain the min. Z z
edge distance to mortar joints.
2. Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to z
z
maintain the min.edge distance to mortar joints,additional concrete anchors n w a
may be required to ensure the"MAX.ON CENTER"dimension ore not exceeded. ^n o
4 3. Concrete anchor table: N Z L)
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE20
DAX
TYPE SIZE EMBEDMENT
TO MASONRY TO ADJACENT sA02 N 6/12
EDGE ANCHOR
M.Br. JK m
TAITW 0 1/4" 1-1/4" 2" 4" cwc W. LFS
ELCO
ULTowc
1/4" 1-1/4" 1" 4"
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D MASONRY III
G 1 X BUCK TYP.HEAD
&JAMBS
D DIRECT TO 69/16"JAMB N o Z
b TYP.HEAD OJNAMBS DIRECT TO 69/16'JAMB N i$ o
MASONRY DIRECT TOTyp & Y
JAMB(TYP.) ' MASONRY
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OX OXO pn
� N N
N
8 8 O
CONCRETE ANCHOR NOTES:
1.Concrete anchor locations at the comers may be ocqusted to malntoln the min. M DIRECT
TO DIRECT TO
edge distance to mortar Jdnts. 9 9 M MASONRY
2.Concrete anchor locations noted as VAX ON CENER•must be ooListed to � � G 1 X BUCK G 1 X BUCK �� i
maintain the min.edge distance to mortarloints,adWHanchor;onal concrete ancho
may be requied to enure the"MAX.ON CENTER"dinerWon are not exceeded.
3.Concrete anchor table: L 2X BUCK L 2X BUCK ^t
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIM CLEARANCE N a
TO MASONRY TO ADJACENT �� J
TYPE SIZE EMBEDMENT • n"�
:. .EDGE. ,_ANCHOR: 27 11 m
Z v
EL
• 1/1" 1.1/f r 1"
T CON MTE 02116112 i
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A ulr coN LATCH AND DEADBOIi HINGE DETAIL owc.er; JK m
3/u" 1.1/r AS SHOWN 1-1/r Details Inswing Outswln
TAPCON g c�ac LFS 3
WOOD SCREW INS7AUATION NOTE• �
1.Mantain a mfrYmum 5/B"edge aistance.1"end distance.a l'o.c.spacR""•1B wo•'
ing of bw
wood screws to prevent the V#Hk g of wood. FL-15210.2
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No.43409
Gi
F � � Y PRODUCT: oeeum.rxe Pn.pared er � .,
'r1 PLASTPRO INC. Lyndan F. Schmidt �i
FIBERGLASS DOOR P.E. No. 43409 /IIII\ �•
27 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: ! BUILDING CONSULTANTS, INC.
p x to _ 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK P.O. Box 230. Valrieo, FL 33595
N NO DATE BY COMPONENTS Phone Na.: 813.659.9197
R SIGNS FBPE C.A. No. 9813
0 2012 R.W.BUit —CaaeU—.—Iwe.
BILL OF MATERIALS Q'�• QL'% n
ITEM# DESCRImON
MAYENAL vS
A 1 X BUCK SG>=0.55 WOOD =d)';
W
B 2X BUCK SG>=0.55 WOOD
C 1/4"MAX.SHIM SPACE _
D 1/,('X 2-3/4"PFH ELCO OR ITW CONCRETE SCREWSTEEL >~ — c
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI ''��////II I I Ittt `p m o
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE _
G 3/16"x 3-1/4"PFH fTW CONCRETE SCREW STEELao
V EW
�ZU
1 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL v tTl 0
J 1/4!'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
K 1/4"X 2-1/4"IIW CONCRETE SCREW STEEL z'
L #10 X 2-1/7'PFH WOOD SCREW 1.15"MIN.EMBEDMENT) STEEL $
M 3/1&'X 2-1/4"ITW CONCRETE SCREW STEEL 3a
F N 3116'X 2-3/4"ITW CONCRETE SCREW STEEL
R 1 POLY FIBER JAMB COMP./VINYL
2 FINGER JOINTED PINE FRAME WOOD
7 WEATHERSTRIP FOAM
8 DOOR BOTTOM SWEEP VINYL
9 4'X 4"BUTT HINGE STEEL
11 #9 X 3/4"PFH WOOD SCREW STEEL
22 3 POINT'TONGUE'MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEEL U
23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEEL z
T? 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL
I
27 LATCH STRIKE PLATE STEEL
28 DEADBOLT STRIKE PLATE(SECURITY) STEEL a
29 ADA THRESHOLD ALUM
30 OUTSWING THRESHOLD ALUM/WOOD
a 31 OUTSWING THRESHOLD ALUM/WOOD
$ 32 OUTSWING THRESHOLD ALUM/WOOD
m 33 OUTSWING THRESHOLD ALUM/COMP oo
34 OUTSWING THRESHOLD ALUM/WOOD r V,
35 OUTSWING SIDELITE ADAPTER VINYL 8 8 0_
36 INSWING THRESHOLD ALUM/COMP rn
37 INSWING THRESHOLD ALUM/WOOD
38 INSWING THRESHOLD ALUM/COMP
39 INSWING SIDELITE ADAPTER VINYL
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS o
50 SIDELITE PANEL-SEE SIDEUTTE PANEL DETAIL SHEET FOR DETAILS
55 #10X 1-1/7'PFHSCREW STEEL
57 BACKING PLATE STEEL
58 #8 X 2"PFH WS STEEL zo
60 1 MULTIPOINT STRIKE PLATESTEEL a z o°
62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL CA 02 16 12 =
88 2X REINFORCEMENT SG>=0.55 WOOD sone: N.T.S. °
DW.BY: JK m
cw Bn LFS 3
owrw wo.: �
FL-15210.2 "-
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mm ISL of L o