HomeMy WebLinkAboutProduct Approvals R W R W Building Consultants, Inc.
Consulting and;Engineering Services for-,the Building Industry
C P.O.Box 230 Vairico,.FL'33595 Phone'813.659:91.01
�r Florida Board of Professional Engineers Registry Ucense No.9813
Product _ _ .._.
—Category Sub.Category Manufacturer 'P_roduct-Name
Exterior 'Swinging
Plastpro,an_c:. Smooth./.Wood Grain/White Wood Grain
Exterior Door 5200:W Century Blvd. Rustic 1 Mahogany
Doors Assemblies Los-Angeles,_CA 90048 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.,bas*d on.Rule Chapter No.61:G20-3,:Method 1D ofthe. State of Florida Product Approval,Department of
Business&Professional:Regulation,
'Aw Building:Consultants and.Lyndon:F.Schmidt;,.P.E:do not have nor-Iwill acquire financial interest in the company
manufacturing or.distributing the producfor in any other entity involved in.ahe approval process:of the product named
herein.
Limitations:
1. This product has.bee.n evaluated and!is incompliance.with the 7th Edition(2b20);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'stuccoz,
3: When used In;the"HVHZ":this product:complies with Section:1626'of the Florida Building Cod0 and does not:require an impact
resistant covering:
4. When used.in areas outside of he"HVHZ"requiring wind borne debrisprotection 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
defi.ned'in ASTNI E 1996 and FBG.Sections 1609.1.2.2&R80111.2:1'.
5; For 2x stud framing construction,anchoring of these units shallbe.the same.as,that[shown for 2x buck masonry construction:
6: Site-conditions that:deviate from the details of drawing FL-15210.1 ,require further engineering analysis.by a licensed engineer or
registered architect:.
7.Outsw1ng 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 anglel between the edge ofcan..op_y or overhangto silt is less than 45 degrees.
8. See drawing FL=15210.1 foe•size and design pressure limitations.
Supporting;Documents:
1. Test Report No.. Test•Standard Testing,Laboratory. Signed by
TEL 01390365 _ TAS 201=94 2o2-94&TAS 203=94 Testing Evaluation lab-Inc: Lyndon F.Schmidt,P.E.
TEL 01391846 TAS,201-94,202-94:&TAS 203-94 T6611hg Evaluation Lab:,;lnc. William Shelton,P.E.
ETC-05=255-16776 0 ASTM D 635-98,638-03;..1029-9fi&2843-99 ETC Laboratories Joseph L.Doldan,P.E.
ASTM.G,26-95
ETC-'06=255-1.7412:0 ASTM E84-05 ETC<Laboratodes Joseph L.Doldan,P.E.
ETC=07-209-193030 ASTM D.635-98.638703;1929-96&'2.843-99 ETC Laboratories Ben Meunier
;2. DraWinq No. Prepared by Signed&Sealed by
.No.FL-15210.1 kW Building Consultapts,lnc::(*013) Lyndon F:.Schmidi,P.E.
3, ;Calculations Prepared by ,%%11111eeos1�s, Signed&Sealed by
4: Qualitd Assurance.Anchoring RVV'Building Consultants,.lnc,(#9813) ,,,ode, .SCH000� Lyndon F:Schmidt,P.E.
e DENS• ®�
Certifcate.of Participation Issued by'National Accreditation and Management;
Institute,certifying that Plastpro;Inc.is manufacturing products,%ithin a quality. �jo;•43409 °o k
assurance program the t_complies with ISO/lEC 17020,and Guide;53. o
File Copy o ST Aj F
Will Qd�UM i% Lyndon R.Schmidt,,P.E.
FL PE No.43409
7/29/2020
Sheet 1 of 1
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z � �plastpro
5200 W. CENTURY BLVD.
_ LOS ANGELE$, CA 90045 IS
IS AAn
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Smooth/ Wood Gran / White Wood Gran 1 FRAME WIDTH
Rustic/Mahogany
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Series O.Fiberglass Door 4p ma.DLL,
INSWING/OUTSWING o °
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GENERAL NOTES c9 z
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1. This product has been evaluated and is:in compliance with the7th Edition(2020)Florida Building zn z
o Code (FBC)structural requirements Including the"High Velocity Hurricane Zone"(HVHZ). ? om o w
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6 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base a 0 � Ed y
03
material shall be beyond wall dressing or stucco. _ _ D.m Q
Q 3. When used in the"HVHr this product compiles with Section 1626 of the.Florida Building Code and X 0 0l o
o does not require animpact resistant covering. Q a a
a 4. When used in areas outside of the"HVHr requiring wind bome debris protection,tha product
E complies with FBC Sections 1609.1I&R3012.12 and does not require an impact resistant covering. p O m
" This product meets missile level V and includes Wind Zone 4 as defined in ASTM E 1996 and FBC m m
Sections 1609.122&R3012.121. m
LLona
5. For N stud construction,anchoring of these units shall be the same as that shown for 2Y buck masonry N N
= construction. N
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6. Site conditions that deviate from the details of this drawing require further engineering analysis by a in
licensed engineer or registered architect. o o
a 7. Outswing configurations meet water infiltration requirements for"HVHr.All other configurations do a a
not meet the water infiltration'requirements for the'TIVHr'andmust be Walled only innon-habitable
aaa o
a areas or at habitable locations protected by an overhang orcanopy such that the angle between >>' _
the edge of canopy or overhang to stq is less than 45 degrees. n w
TABLE OF CONiEN73 n n o
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DESCRIPTION
SHEEffr DESCRIPTION
W Typical Elevations,Design Pressures&General Notes 7 Horizontal&Vertical Cross Sections(Direct to Masonry)
MAC DESIGN PRESSURE{PSk-. "'N z
Door Panel Details 8 3 point lock details CONFCGi1RA"fIDN FRAME DAM 02/16 12 °z_
w Horizontal&Vertical Goss Sections(2X Buck) 9 3 point:lock detais DIMENSIQN ' tE_; sr,n N.T.S.Horizontal&Vertical Cross Sections(iXBuck) 10 Buck and frame anchoringX 37.5"X 82.0" +75.0 -75.0 JKm
Horizontal&Vertical Cross Sections(Drect to Masonry) 11 Components ice By; LFSVertical Cross Sections(Thresholds) 12 Bill of materials o AWM NO.: a
_ See sheets 2 for hardware design pressure limitations FL-152 i 0.1
0
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2 FINGER JOINTED PINE FRAME WOOD -o
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7 WEATHERSTRIP FOAM zN
6 8 DOOR BOTTOM SWEEP VINYL ~v�� o
"q 9 4'X 4'BUTT HINGE STEEL am N
11 #9 X 3/4"PFH WOOD SCREW STEEL m
22 3 POINT-TONGUE'MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEEL l
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23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEEL
o 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL a a
a 27 LATCH STRIKE PLATE STEEL m
E 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL
29 ADA THRESHOLD ALUM
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g 30 OUTSWING THRESHOLD ALUM/WOOD o
N 31 OUTSWING THRESHOLD ALUM/WOOD N N N
32 OUTSWING THRESHOLD ALUM/WOOD v)
33 OUTSWING THRESHOLD ALUM/COMP °w w o
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34 OUTSWING THRESHOLD ALUM/WOOD k N
36 INSWING THRESHOLD ALUM/COMP o 0 0
37 INSWING THRESHOLD ALUM/WOOD
38 INSWING THRESHOLD ALUM/COMP o 0 0
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS -
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55 #10 X 1-1/2"PFH SCREW STEEL -
57 BACKING PLATE STEEL N a
58 #8 X 7'PFH WS STEEL ^^ o
LL 60 MULTIPOINT STRIKE PLATE STEEL z
62 ENDURATRILENNIUM 3000 LOCKASSEMBLY STEEL "'w-z oO
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