HomeMy WebLinkAboutProduct Approval R R W Building Consultants, Inc. FE��E ltilV[ED
W BConsulting and Engineering Services for the Building Industry N'�
CJUN , 2.016
P.O.Box 230 Valrico,FL 33595 Plione 813.659.919
Florida Board orProllmional EngincersCerifficalc ol'Atilhorizatioll No.9813 PEPrl�liTTiNG
St. Lucie County, FL
Pi-oduct Evaluation Report Report No.: FL-15220.1
I2015
Product Sub Category Manufacturer Product Name
Category
Swinging Plastpro Inc. Smooth 1 Wood Grain I White Wood Grain
Exterior 5200 W.Century Blvd. Rustic/Mahogany
Exterior Door
Doors Fiberglass Door
Assemblies
Los Angeles,CA Series N _
Phone 440.969.9773 Inswing/Outswing-"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.61G20-3,Method 1D 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
Limitations:
1. This product has been evaluated and is in compliance with the 5th Edition(2014)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 stucco.
3. When used in the"HVHZ"this product is required to be protected with an impact resistant covering that complies with Section 1626 of
the FBC.
4. When used in areas outside of the"HVHZ"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.
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-15220.1 require further engineering analysis by a licensed engineer or
registered architect.
7. Outswing configurations meet water infiltration requirements for"HVHZ".
8, Inswing configurations do not meet the water infiltration requirements for the"HVHZ". Inswing units shall 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.
9. See drawing FL-15220.1 for size and design pressure limitations.
Supporting Documents.
1. Test Report No. Test Standard Testing Laboratory Siqned by
TEL 07-0223-2 TAS 202-94 Testing Evaluation Lab.,lnc. Wendell Haney,P.E.
ETC 07-209-19303.0 ASTM D2843-99,ASTM D635-98 ETC Laboratories Ben Meunier
ASTM D1929-96(2001),ASTM D638-03
ETC 08-209-20609.0 ASTM D2843-99,ASTM D635-98 ETC Laboratories Gulinder Dhami
r^'r ASTM D1929-96(2001),ASTM D638-03
_ ETC 06-255-17412.0 ASTM E84-05 ETC Laboratories Joe Doldan,P.E.
ETC 05-255-16776.0 ASTM G26-95,D2843-99,D635-98, ETC Laboratories Joe Doldan,P.E.
D1929-96(2001),D638-03
2. Miami-Dade NOA Materials Testing
10-1209.01 HP Polypropylene
3. Drawing No. Prepared by �rV1Z1971", Signed&Sealed by
No.FL.-15220.1 RW Building Consultants,Inc.(CA#9813) ,+� 3; „_ly- � Lyndon F.Schmidt,P.E.
4. Calculations Prepared.byr, � ' - ��; Signed&Sealed by
Anchoring RW Building Consultants,Inc.(CA#9813) ° °°, ` Lyndon F.Schmidt,P.E.
ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. c 5Jl: '+ ' 00 ^�p
5. Quality Assurance
Certificate of Participation issued by National Accreditation and Management ;r- ��•
Institute,certifyingthat Plastpro,Inc.is manufacturing products within a uali r -
P 9 P 4 ty
assurance program that complies with ISO/IEC 17020.and Guide 53.
Lyndon F.Schmidt,P.E.
s JA/"�'; ,`? - .•�,`>•' FL PE No.43409
4/24/2015
Sheet 1 of 1
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plastpro "�° -�_
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"NON-IMPACT" o 311a:
GENERAL NOTES �o
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i. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code o o
(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). z o o z
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2. Product anchors shall be as listed and spaced as shown an details.Anchor embedment to base g �:5 w
material shall be beyond wall dressing or stucco. ; o_N
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LL 3. When used in the"HVHT'this product is required to be protected with an impact resistant covering that 5
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complies with Section 1626 of the FBC. a0 $ o �
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4. When used in areas outside of the"HVHT'requiring Wind bome debris protection this product is required a a
to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. - m
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5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck a
masonry construction. m
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a N V,
licensed engineer or registered architect. o
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7. Outswing configurations meet water infiltration requirements for"HVHT'.
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8. Inswing configurations do not meet the water infiltration requirements for the"HVHT'.Inswing units shall
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TABLE OF CONTENw =
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SHEETff DESCRIPTION * 'm
LL 1 Typical elevation,design pressures,&general notes _z o
2 Door panel details and glazing detail OVERALL OVERALL DESIGN PRESSURE(PSF)
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4 Vertical cross sections Bim: N.T.S.
5 Buck and frame anchoring-2X buck masonry construction D/MENSION DIMENSION TMPE POSITIVE NEGATIVE., Dwc.BY: JK m'
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CHK.BY: LFS
6 Frame anchor ng-1X buck masonry construction 3
7 Bill m materials&components 37.5"X 81.63" 20.50"X 62.75" GI +50.0 -50.0 DRAWING NO.:
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PANEL WIDTH 65 1/7'GLASS BITE
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DEADBOLT: YH COLLECTION(80 SERIES) 1 VERflCAL CROSS SECTION D wvnHG NO.:
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N \ 1 04 22 IS UPDATE TO STN ED. (2014) FBC JK ✓ VY P.O. Box 230, Valrlco, FL 33595
v ro NO DATE BY HORIZONTAL CROSS SECTIONS Phone No.: 813.859.9197
REVISIONS FBPE CA No. 9813
O 2012 R.W.BAIL DING CONBUI-NTS INC.
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PRODUCT,. Documents•Prepared By: ♦♦
Lyndon F. Schmidt i ♦♦
N PLASTPRO INC. P.E. No. 43409 �i11 /���``♦♦
IP o FIBERGLASS DOOR m //1111111111
o N ` y p PART OR ASSEMBLY: K BUILDING CONSULTANTS, INC.
1 0-472-27-15-UPDATE TO 5TH ED. (2014) F13C JK J l��P.O. Bax 230,Vclrico, FL 33595
N NO DATE BY VERTICAL CROSS SECTIONS Phone No.: 813.659.9197
REVISIONS FBPE CA No. 9813
®2012 R.W.BUILDING C—UL-1-8 INC.
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BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGEJAMB W o
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Masonry 2X buck construction
CONCRETE ANCHOR NOTES:
I. Concrete anchor locations at the comers maybe adjusted to maintain the min.
oedge distance to mortar joints. o
2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to u
maintain the min.edge distance to mortar joints,additional concrete anchors z
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 8 ^w z
d 3. Concrete anchor table: Z8 M N¢o
41VCHQR :ANCHOR A1lN MIN C......NCE MAN CIEA...... K o
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ITINTAPCONo 1/4" 1-1/4" 2" 4" 27 0 NI SCALE: N.T.S. 9
w °wC.BY: JK m
s ELCO ULTRACON® 1/4" 1-1/4" 1" 4" CHK.BY: LFS 3
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WOOD SCREW INSTALLATION NOTES: oBa
1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of LATCH b DEADBOLTDETAIL HINGE DETAIL FL FL-1155
220.1 N
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n wood screws to prevent the splitting of wood. SHEET 5 or 7
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CONCRETE ANCHOR NOTES: TYP.@ SILL 8 0
6 1.Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints. u
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
maintain the min.edge distance to mortar joints,additional concrete anchors r
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. o
3. Concrete anchor table: STRIKEJAMB FRAME ANCHORING HINGE JAMB i
MIN CLEAai4NCE MfN CLEAkAflCE? MasonryiXbuckconstruction -
ANCHOR AN�XIOIi MIN ^w
$ TO MASONRY TO ADJACENT N r
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............... ........... EDGE.:i......::::..:::.:.::.ANCHOR•...::::: o
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z TAPCON.2 ITW
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z ELCO 1/4" 1-1/4" 1" 4" onre:02/20/12 i
c ULTRACON® SCALE: N.T.S. °
s TAPCON® 3/16" 1.1/4" 3" 1.1/2" CHK.rn.• LFS ;
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WOOD SCREW INSTALLATION NOTES: oruwiHc NO.:
1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of FL-15220.1 N
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wood screws to prevent the splitting of wood. SHEEr 6 or 7 "
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*' ��ii
BILL OF MATERIALS ��Q� ' a
REM I DESCRIP17ON MATERIAL _•' * G+; _=M
A 1X BUCK SG>=0.55 WOOD Q=-
B 2X BUCK SG>=0.55 WOODFTC
C 1/4"MAX.SHIM SPACE ^ % ' 'o�: =n
4.56' ii �'•'•.,
D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE SII j T�� °0 0°Z
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 tie a Z 0
G 3116'X 3-1/4"PFH ITW CONCRETE SCREW STEEL E m
H 1/4"x3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL I I " S.o g 9 0 OIL
I 114'X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL iv F- —2.36"--i "� M a 0.
J 114'X 3 3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 6
K #9 X 2-1/2"PFH WOOD SCREW STEEL 2D HEAD a SIDE E 0E z
L #8 X 2-1/2"PFH WOOD SCREW STEEL .lamb 3a
M #8 X 2"PFH WOOD SCREW STEEL
N 1/4"x 3 1/4"PFH RW CONCRETE SCREW STEEL 4.56" CD
CD
7 FORCE 5 WEATHERSTRIPPING BY ENDURA
8 COMPRESSION WEATHERSTRIP QLON 650 BY SCHLEGEL z o �z
9 4"X 4"BUTT HINGE STEELF.
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10 #9 X 3/4"PFH WOOD SCREW STEEL ^ R: . 'a
11 #9 X 3/4"PFH WOOD SCREW STEEL II I o0
F---2.44"
20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD IL m
14
21 POLY FIBER JAMB COMP./VINYL HEAD 3 SIDE o m
27 LATCH STRIKE PLATE STEEL 21 Polyfiberlamb o
28 DEADBOLT PLATE STEEL
d 29 OUTSWING THRESHOLD BY DLP ALUM./WOOD a a
30 INSWING VINYL DOOR BOTTOM SWEEP VINYL 4.56" m
33 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
41 DOOR SKIN(MIN.0.069"THICK)BY PLASTPRO FIBERGLASS
42 TOP RAIL CELLULAR PVC
43 LATCH&HINGE STILE CELLULAR PVC z
45 BOTTOM RAIL CELLULAR PVC g, g
s 46 POLYURETHANE FOAM BY PLASTPRO POLYURETHANE 33 ADJUSTABLE INSWING THRESHOLD ^
49 LATCH AND HINGE STILE REINFORCEMENT WOOD o
50 LOCK BLOCK(29'X 1.385') WOOD
65 ODL LITE FRAME POLYMER 45„ o
66 PF-1200 P/MERIC FOAM
z
67 SCREW PLUG POLYMER 2,03" j m
68 #8 X 1-1/2"PFH SCREW STEEL y z
69 GLAZING COMPOUND-FOR ODL BY ADCO I BUTYL o
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€ z a
zOUfSWING INRESHOLD BY DLP
DATE:02120112 Z
a 29 SCALE: N.T.S. °
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DWG.BY: JK
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CHK.BY: LFS
9 DRAWING NO.: �
FL-15220.1
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SHEEP ] OF 7 N
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; Full data i-----__._..____. ....__.._.___-_-__._..._._.-_......_.._.__..........__._.___..._._.__.____..._......_......._...._........____......____._.___.....-.................__.._._.........__.-.......-.,.____ .__,...
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Gap Gap Gap_Width_2 Manufacturer Series no Low-E Size Subgroup Family—no U
Divider 2 Low-E Grid Divider Raw CPD—Raw 1 no filter no filter Spacer filter raw no Glass_Type no filter MPC filter NFRC_Compliant F50 Row Factor SHGC VT
filter
<A3-D> Fiberglass CP—CL-
NPC-M-1 Dual Entry Deco Deco Swinging
0.75 0.313 None G 0.75 18689- 0.313 0.313 Plastpro Inc. Sealed Door None Full Decorative Rectangular CL G Doors No 677,751 26823 0.31 0.27 0.28
00001 Box <M-1> Frame FL
Alum
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