HomeMy WebLinkAboutProduct Approval (2) RECEIVED MAR 2 " 2917
R W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board ofProfessional Engineers Certificate of Authorization No.9813
Product /n Report Report /
Daie: April 15, 2015
Product Sub Category Manufacturer Product Name
Category
Plastpro Inc. Glazed Fiberglass Doors
Exterior Swinging
Exterior Door 5200 W.Century Blvd. Doubles
Doors Assemblies Los Angeles,CA w/or w/out Sidelites
Phone 440.969.9773 Inswing/Outswin °'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 bome 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-17347.2 require further engineering analysis by a licensed engineer or
registered architect.,
6. See drawing FL-17347.2 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01391144 ASTM E330-02 Testing Evaluation Lab.,lnc. V. K.Wright
TEL 01390244 ASTM E330-02 Testing Evaluation Lab.,lnc. V.K.Wright
TEL 01390410 ASTM E330-02 Testing Evaluation Lab.,lnc. V.K.Wright
TEL 01391120 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E.
TEL 01391248 ASTM E330-02 Testing Evaluation Lab.,lnc. V. K.Wright
2. Drawing No. Prepared by Signed&Sealed by
No.FL-17347.2 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 ISO/IEC 17020 and J>tcrcrrrcR
Guide 53. qe� 1 .S
40
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STATE OF
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FL PE No.43409
4/16/2015
Sheet 1 of 1 �,rAs®a4¢ �3`��a
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74"MAX.OVERALL FRAME WIDTH
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045 • •�'�
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148.5'MAX.OVERALL FRAME WIDTH d R
_ 1. This product has been evaluated and is in compliance with the 5th Edition 37.25'MAX, G o N
d h 74"MAX.FRAME WIDTH �
(2014)Florida Building Code(FBC)structural requirements excluding the ~FRAME WIDTH o
"High Velocity Hurricane Zone"(HVHZ). a a 4
2. Product anchors shall be as listed and spaced as shown on details. m
Anchor embedment to base material shall be beyond wall dressing or c�
LL stucco. _ a
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3. When used In areas requiring wind bome debris protection,this product Is z Z O X u X O
3 required to be protected with an Impact resistant covering that complies 3: c $
9 with Section 1609.1.2 of the FBC. = a o o
4. For 2x stud framing construction,anchoring of these units shall be the
IJ L I L11
same as that shown for 2x buck masonry construction. Ll
9 5. Site conditions that deviate from the details of this drawing require further
$ engineering analysis by a licensed engineer or registered architect. $ z
TABLE OF CONTENTS
SHEET# DESCRIP17ON w
1 Typical elevations,design pressures&general notes i
2 Door&Sidelite panel details MAX
DESIGN SRF�ESSURE DESIGNPs�ESSURE z
3 Lite frame glazing details 1018114 i
INSWING OUTSWING fi
4 Elevations DIMENSION WALL
a 5 Vertical cross sections POS:. NEG: POS.;: NEG;: DWG.B,•: N JK m'
s 6 Horizontal cross sections XX 74.0"x 82.0^ +47.0 -47.0 +47.0 -47.0 CHIC.BY. LFS 3
e 7 Buck anchoring 0XXO 148.5"x82.0" DRAW NS NO.:
t 8 Frame anchoring&hardware details
9 Bill of materials and components FL-17347.2
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0.71 EXTERIOR 28 J j
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3 DEADBOLT: SERIES(660) a
s HANDLESET:"F"SERIES(F60) a civ
3N SCHIAGE DEADBOLT' 7 SERIES(F60) zo
u SCHIAGE KNOB: 7SERIES(F10) ••. 8
DEADBOLT•. •B'SERIES(860/62) .a.' Zi
(OLY RETHANE-
SEE DOOR LOCKYALE KNOB: CIRRUS 100 C
HARDWARE TABLE DEADBOLT1.9 PCF MIN.): 620 SINGLE CYLINDER '• �.!
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21.13"MAX. P� ° �Z•,' �' ��d n
D.L.O.WIDTH v 3.25'(n'P•)
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ITE 3/B" GLASS BITE P o
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INTERVERALL GLASS THK.
I/T OVERALL GLASS THK.
: 1/8"TEMPERED GLASS 1/8"TEMPERED GLASS
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1/TTEMPERED GLASS 1/8'TEMPERED GLASS
F EXTELUMINUMSPACER HOT BUTYL SEALANT(ADCO)
CONTINUOUS
_ °I-SEAL GLAZING COMPOUND METAL SPACER °�� 1018114 °
saes: N.T.S. °
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Gl GLAZING DETAIL G2 GLAZING DETAIL
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DRAWM NO.:
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1` PLASTPRO Lyndon F. Schmidt /// •• •qDA'•
FIBERGLASS DOOR P.E. No. 43409
PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
I� V7C to [NO.
UPDATE TO 5TH W. 2014 FBC JK ELEVATIONS d 1•(/�/ P•O. Box 230,Valrlco, FL 33595
K) DATE BY phone No.: 813.859.9197
REVISIONS FBPE CA No. 9813
0 2014 R.W.BUILDINGriDNBDLTANTD IND.
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1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION
$ I ng shown(Outswing7=71551 $ In ng s own Ou ng similar $ Inswing s wn Ou ng srm lar p a cD 8y
2X Buck Construction 1X Buck Construction 2X Buck Construction m
1.Spacing for item J @ head&sill:6"from each end, 8 VERTICAL CROSS SECTION 0 o
1®centerfine,2 additional at 3"&4.5'from end $ ADA SiR z
a a
adjacent to door.
INTERIOR EXTERIOR INTERIOR EXTERIOR
INTERIOR EXTERIOR INTERIOR EXTERIOR o
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$$ In�ng sill $ Outswrng sill $ Inswing sill $ Inswing sill FL-17347.2 0
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2X Buck Constructlon 2X Buck Construction 1X Buck Construct on m U
NOTE: o ~y
1.Spacing for item J:6'from each end
and 3 more equally spaced along o
sidelite jamb(5 total). zl
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SEE NOTE 1 „ J9 40 13
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6 HORIZONTAL CROSS SEC17ON sr a N.T.S. °
5 HORIZONTAL CROSS SECTION 6 Inswing s own Outswng similar 4 HORIZONTAL CROSS SEC17ON owc.an JK m
.9 6 Insrnng s own Ou swung s milar 6 Inswnng shown Outsv�ng similar cr K.sr: LFS
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FIBERGLASS DOOR P.E. No. 43409 `���
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PART OR ASSEMBLY. K //BUILDING CONSULTANTS. INC.
I� V (n 1 4 74 15 UPDATE TO 5TH ED, 2014 FBC JK BUCK ANCHORING tl 1���/ P.O. Box 230, Valr9co, FL 33595
N NO DATE BY YY Phone No.: 813.659.9197
REVISIONS FBPE CA No. 9813
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21314 R.W.BUILDING CONGUI-NTB INC.
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d"(1YP.) O �chac�t mFv o •' �C;
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2XREINF. � tSEE HINGE ! °' �,9 DETARL 1 —1 9 �� 4( 'rN 0ZUCK
EE.HINGE DETAIL 1 (12)#8 x 2'PH (14)#8x2"PH v g g p oaSELF-DRILUNGSIMS SELF-DRILUNGSMS 4 " M d a(°X �o
111XBUCK a a J 2X SUCK Li
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Endura
DLP
HINGE JAMB
ASTRAGAL SCREW LOCATIONS
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(NP) I �4^(TYP.) 4°(TYP.j
ASTRAGAL STRIKE PLATE Y r
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9 O N of_ t5 LD(� $ NASTRAGAL BWDEWLr,; , aStrike Plate @ Head
12T SILL(TYPJ MUt110N\""L — pLATCNANDDEADBOLipETAILS �aP.) zu
318 4J BOLT HOLE � v I I I l i 1 1 T`1 a 10814 z
ASTRAGAL BOLT DETAIL ASTRAGALBOLTDETAtt MAE: N.T.S. 9
Outswing Threshold Inswing Threshold urrc.ar JK m
HARDWARE DETAILS m N. LFs
S FRAME ANCHORING FHa
e FL-1 17347.2 '
o
�,F SHEET 8 OF 9 �
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BILL OF MATERIALS ``���� *T"r
ITEM 0 DESCRIPTION MATERIAL 4.56" ��A 2X FRAMING(G>=0.42) WOOD T— 4.56" Y B 2X BUCK(G>=0.42) WOOD 'F/ dC 1/4"MAX.SHIM SPACE D 1/4"PFH CONCRETE SCREW(1-1/4"MIN.EMB.) STEEL —II z OzMASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI °-22.13"– ►I o �E CONCRETE 24 ADA THRESHOLD1301 `F #1002HOLLOH BLOCK WOOD SCREW(1^15'MIN.EMBING TO MC90 STEEL 1 POLY FIBER JAMB DlP ��� I �� o M m i
G 3/16"PFH CONCRETE SCREW(1-1/4"MIN.EMB.) STEEL 00 a
J #10 X 2-1/2"PFH WOOD SCREW STEELL E -m o o
K #10 X 2"PFH WOOD SCREW STEEL —� v
M #8 X 2"PH SMS STEEL " 4j � 'm a`a
1 POLY FIBER JAMB COMP. V Z
5 2X REINFORCEMENT (G>=0.55) WOOD F- 19
6 DOOR SWEEP UI
PVC 4.56" (� 4.56' A S�
7 WEATHERSTRIP(ENDURA FORCE 5) FOAM
��11NSWING THRESHOLD OUTSWING THRESHOLD
8 WEATHERSTRIP(Q-LON) FOAM 0 Endura(ZSedes) " Endura(ZSerles)
9 #9 x 3/4"PFH WOOD SCREW STEEL
11 4"X 4"HINGE STEEL 2'1" SIDELITE o
12 LATCH STRIKE PLATE STEEL SIDEUTTE ADAPTERADAPTER OQ
13 DEADBOLT STRIKE PLATE STEEL a
20 INSWING THRESHOLD ALUM/COMPat
Ja
21 INSWING THRESHOLD w/SIDELTTEADAPTER ALUM/COMP f? a� Ochi
22 OUTSWING THRESHOLD ALUM/COMP �_•3
23 OUTSWING THRESHOLD W/SIDELf E ADAPTER ALUM/COMP o m
24 ADA THRESHOLD ALUM 4.56" f– 4.56" –I
25 OUTSWING THRESHOLD ALUM/WOOD a.
" INSWING THRESHOLD w/SIDELLIE ADAPTER OLI.(NZ S THRESHOLD w/SIDELITE ADAPTER
26 INSWING THRESHOLD ALUM/WOOD 21 23
27 INSWING THRESHOLD w/SIDELTTE ADAPTER ALUM/WOOD Endura(zsertes) Endura(Z�ertes) 'm
33 ASTRAGAL(DLP OR ENDURA) ALUM
d 40 DOOR PANEL 4.5N' r 4.57"
g, 50 SIDELITE PANEL - I
N
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OUTSWING THRESHOLD INSWING THRESHOLD
CONCRETE ANCHOR NOTES: DLP DL
23P
1.Concrete anchor locations at the comers maybe adjusted to maintain the min. $
edge distance to morfarJofnts. 1.75"
$ 2.Concrete anchor locaffons noted as"MAX.ON CENTER"must be adjusted to 1.75' Sa
maintain the min.edge distance to mortar Joints,addiffonal concrete anchors c 2.17' 0
may be required to ensure the"MAX.ON CENTER'dimensfon are not exceeded. _
a
3 Concrete anchor table v o
MIN CLEARANCE MIN CLEARANCE 5/16"0 SLIDE BOLT m
AAICNOR ANCHOR MIN o z
TYPE SIZE EIWBED141EN1 TOt:W$ONRY TAADJACEMT: 5/16"O SLIDE BOLT �z v
....... EDGE...... ... ANCHOR.;: cJ (7'THROW
ITW BUILDEX 3/16" 1.1/4" 3" 1-1/2- EACH END) "1 (Z'THROW wre 10/8/14 i
TAPCON® N.T.S.
1/4" 1.1/4" 2" 4° EACH END) JK m'
ELCO BOLT RETAINER I cHx.BY. LFS 3
S UITRACODP 1/4' 1.1/4" 1" o 4" CONCEALED 4.ST
F� '�
e ASTRAGAL STIFFENER F'!
WOOD SCREW INSTALLATION NOTES: ENDURA ASTRAGAL Fmvm(;No.:
s 1.Maintain a minimum 5/8 edge distance,1"end distance,8 1"o.c.spacing of DLP 33 Ultimate Hurricane e� INSWING THRESHOLD w/SIDELHE ADAPTER F7-17347.2 a
wood screws to prevent the splitting of wood. �jp
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