HomeMy WebLinkAboutProduct Approval (4) RECEIVED
OCT 2 4 2017
R PERMITTIR W Building Consultants, Inc.
B St. Lucie CoCMyl6dg and Engineering Services for the Building Industry �'� y
C P.O.Box 230 Valrico,FL 33593 Phone 813.659.9197
Florida Board of Profmional Engineers Certificate of Authorisation No.9813
Product Evaluation Report ' J
Dute. April 2.3. 2015
Product Sub Category Manufacturer Product Name
Category
Swinging
Plastpro,Inc. Smooth/Wood Grain/White Wood Grain
Exterior Exterior Door 5200 W Century Blvd. Rustic 1 Mahogany
Doors Assemblies Los Angeles,CA 90045 Series O Fiberglass Door
Phone 440.969.9773 Inswing/Outswin -"Impact"
Scope: Product Evaluation report issued by R W Building Consultants, Inc. &Lyndon F.Schmidt, P.E.(System 1D#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
includinq 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 coverinq.
4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with Section 1609.1.2 of the
FBC 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 Section 1609.1.2.2 of the FBC.
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-15210.4 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-15210.4 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.
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
14-0423.16 Saflex PVB Interlayer(Eastman Chemical Company)
13-0114.05 Royal Mouldings(Ext.PVC)
3, Drawing No. Prepared by Signed&Sealed by
No.FL-15210.4 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
Calculati
Prepared by
4. Anchoring ons RW Building Consultants,Inc.(CA#9813) %10-i 9� F+f�tit Lyndon F. Sealed
F.chhmidt,P.E.
ASTM E 1300 Glass Load Lyndon F.Schmidt,P.E. t►� .t•�=r' r ee
5. Quality Assurance '' . 'a
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° GENERAL NOTES Z
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code z W z
(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ).
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2. Product anchors shah be as listed and spaced as shown on details.Anchor embedment to base material
S shall be beyond wall dressing or stucco. O N
3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and does not a 4 "'N
grequire an impact resistant covering. > p
4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with b - a a` a
Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering.This product meets w x r
missle level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.12.2 of the FBC. °J m
E
5. For 2x stud construction,anchoring of these units shall be the some as that shown for 2x buck masonry
construction. a
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s6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed ' o z
o engineer or registered architect. W _�
7. Outswing configurations meet water infiltration requirements for"HVHT'. Al other configurations do not o
meet 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 o
canopy or overhang to sill is less than 45 degrees.
TABLE OFCONTEMS MAX. DESIGN PRESSURE(PSF)
SHEET# DESCRIPTION SWING FRAME < '
1 Typical elevation,design pressures,8 general notes DIMENSION POSITIVE NEGATIVE
2 Door panel details =
3 LRe ame details and glazingdetails 37'50 Z
a Horizontal INSWING x +75.0 -75.0 DATE 02116112 i
a� 5 Vertical cross sections82.00" scALL N.T.S. 9
6 3 point lock details
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7 3•pointlock details OUTSWING x +75.0 -75.0 cmx.rn: LFs ;
8 Buck and frarne onchofN 81.13" a
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9 Components FL-15210.4 "
b 10 Bill of maters See sheets 2&3 for hardware and lite frame design pressure limitations
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C 2012 F.W.BUILDING CiONZIULTANTS INC.
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's A N NO DATE Phone No.: 813.859.9197
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g edge distance fo mortcrjoints. I X BUCK H 9
`�• 2.Concrete anchor bcaflons noted as"MAX.ON CaITW'must be adjusted to =
maintain the min.edge distance to mortar Joints,oddBbnoi connate anchors — - n m
maybe requied to ensue the"MAX.ON CCiJTER"dimension ore not exceeded. 26 H IX BUCK 2X BUCK L
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3.connate anchor rabies 1 X BUCKtH 9ANCHOR ANCHOR MIN. MIN,CLEARANCE MIN:CLEARANCEIrg 2X BUCK 2X BUCK m
TO MASONRY TO ADJACENf 2X BUCK SS z
TYPE SIZE. EMSEOMENTEDGE ANCHOR- OD
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REVISIONS COMPONENTS FBPE CA No. 9813
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SILL OF MATERIALS
Imm IF DESCRIPTION MAIERUI `( ` *
A 1 X BUCK SG>=0.55 WOOD
B 2X BUCK SG>=0.55 WOOD ": M�. 8°
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IM SPACE
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G 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 9 o a
H 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL V d Y m a a
I 1/4"X 1-3/4"PFH ELCO OR RW CONCRETE SCREW STEEL °
H L #8 X 2-1/7'PFH WOOD SCREW STEEL o z
M #8X 1-1/7'PFH WOOD SCREW STEEL 3a
1 POLY FIBER JAMB COMP./VINYL
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3 EXT.FRAME(ODL) ALUM.
4 INT.FRAME(ODL) ALUM. �;o
5 #7 19 X 1-3/4"PPH SELF-DRILLING SMS STEEL z o w
6 #10 X 1-3/4"PPH WOOD SCREW STEEL ~
g 7 WEATHERSTRIP FOAM a o
8 DOOR BOTTOM SWEEP VINYL w N
9 4'X 4"BUTT HINGE STEEL a
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11 #9 X 3/4"PFH WOOD SCREW STEEL o
12 NON STRUCTURAL SEALANT SILICONE
13 STRUCTURAL SIUCINE(DOW 995) SILICONE a a
15 EXT.FRAME(BY ROYAL MOULDINGS) PVC m
16 INT.FRAME (BY ROYAL MOULDINGS) PVC
17 SCREW CAP (BY ROYAL MOULDINGS) PVC m
22 3 POINT"TONGUE"MULTI-POINT LOCKSET(Mfg.BY HOPPE) STEEL
e 23 MULTI-POINT STRIKE PLATE(TONGUE SYSTEM) STEEL a
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25 1 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL N
> 27 LATCH STRIKE PLATE STEEL W o
= 28 DEADBOLT STRIKE PLATE(SECURITY) _
STEEL x N
29 ADA THRESHOLD ALUM il>
30 OUTSWING THRESHOLD ALUM/WOOD
a 31 OUTSWING THRESHOLD ALUM/WOOD a
32 OUTSWING THRESHOLD ALUM/WOOD
$ 33 OUTSWING THRESHOLD ALUM/COMP =
34 OUTSWING THRESHOLD ALUM/WOOD NZ
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36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD z38 INSWING THRESHOLD ALUM/COMPz 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 02116112 To
o
DATE: =
55 #10X1-1/7'PFHSCREW STEEL SCALE: N.T.S. °
57 BACKING PLATE STEEL Dxc.BY: JK m
58 #8 X 7'PFH WS STEEL CHK.ar: LFS 3
60 MULTI-POINT STRIKE PLATE STEEL DRAWING.NO.:
s 62 LOCK ASSEMBLY STEEL FL-15210.4
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