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1. This product has be m
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complies with FBC
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TABLE OF CONTENTS W>> 36
SHEET# DESCRIPTION ^ z
1 Typical elevations,design pressures&general notes
2 Door panel details MAX. MAX.SIDELITE DESIGN PRESSURE(PSI) DESIGN PRESSURE(PSF) m ^o m
3 Sidelite panel details and glazing detail CONFIGURATION FRAME D.L.O. INSWING OUTSINING o 0
CMN Z a
4 Elevations DIMENSION DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE �� 02/21/12 Z 5 Horizontal cross sections
6 Vertical cross sections xx 74"x 82.0" N/A +50.0 -50.0 +50.0 -50.0 5D� N.T.S.
7 Vertical cross sections Dwc.er: JK m
B Buck anchoring
OXXO 151.5"X 82.0" 20.5"X 62.75" + OHK•B': LFS 3
y Frame anchoring 50.0 -50.0 +50.0 -50.0
10 Astragal details DRFL— NO.: N
11 Bill of materials and components FL-17184.10 0
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•3 � LOCK. SIGNATURE SERIES 1.9 PCF MIN.
DEADBOLT: SIGNAIDRE SERIES(780) )
o STRUCTURAL SIUCINE(DOW 995) 5/8"GLASS BETE
YALE LOCK: YH COIlECIION ¢
DEADBOLT: YH COLLECTION(80 SERIES) NON STRUCTURAL SEALANT EXT '
KNOB: Y SERIES(F10) '
SCHIAGE DEADBOLT: V SERIES(B60/62) 1"OVERALL GLASS THK. Zo
1/8"ANNEALED GLASS
35.75"DOOR
24.27'MAX. 0.090"SAFLEX®PVB a
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Q D.L.O.WIDTH AIRSPACE MI
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Cellular PVC �i FOAM CORE ; $
(POLYURETHANE- o ��`a
1.9 PCF MIN.)
o STRUCTURAL SILICINE(DOW 995) 5/8 GLASS BETE a'
NON STRUCTURAL SEALANT EXT.
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WIDTH 0.090"SAFLEX®PVB 5 m �
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No.43409
Au ust 06 2020 r�
T x p PRODUCT: Dooumante Prepared 0 `�
PLASTPRO INC. Lyndon F. Schmidt �ORIDR•'
I o N 4 8104120 UPDATE To 71H ED. 2020 FBC DAC FIBERGLASS DOOR P.E. No. 43409 �i��••/0"" 6\\
Z N 3 8 15 18 CORRECT WORDING 1N D.P. TABLE LF'S 1NAL11\�`
2 7 24 17 UPDATE TO 6TF7 ED. 2017)FBC JK PART OR ASSEMBLY: RU(BUILDING CONSULTANTS, INC.
T �' r fA 1 04 22 75 UPDATE TO 5M ED. (2014 FEE JK p.0. Boz 230, Valrico, F2 33595
ELEVATIONS
p N NO DATE BY Phone No.: 813.659.9197
REVISIONS FSPE Regfty No. 9813
0 201 0 R.W.BUILD-CQNeIILTANTe INC.
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PRODUCT: Doaemente Prepared By:�
PLASTPRO INC. Lyndon F. Schmidt ��i(� � D,.•• \��`
4 8 04 20 UPDATE TO 7TH ED. 2020 FBC J�AC FIBERGLASS DOOR P.E. No. 4340p�yAL38 15 18CORRECT WORDING IN D.P. TABLE /�/lll A'
o 2 7 24 17 UPDATE TD 6TH ED. (2017 FBC JK PART OR ASSEMBLY: r� BUILDING CONSULTANTS, INC.
!' � in 22 1 4 15 UPDATE M 57H ED. (2014) FBC JK VERTICAL CROSS SECITONS (/y P.O. Box 230, Volrico, FL 33595
o NO DATE BY Phone No.: 813.659.9197
REVISIONS FBPE Registry No. 9813
®201 2 R.W.BUILD0GeY4 DLWaN3.I1HmJG CONSULTANT.INC,
E ° NOTE �`�•�,
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1.Spacing for item K:6'from each end &
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O CONCRETEANCHOR NOTES: w �"
1.Concrete anchor locations at the comers may be adjusted to maintain the min. o c n
c edge distance to mortar joints. $>> _
2 Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to
maintain the min.edge distance to mortar Joints,additional concrete anchors z
z may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. a h a Q z
Q 3 Concrete anchor table o•-`�v c
'�" " ' MIN - MIN CEEA'RANCE .MIN CLEARANCE. ��^ o o..ANCHOR ANCHOR
.;:;7Y1'E .,::,$IZE _FMB.... I`:, TO MASONRY "70ADJACEtJL :; a n N
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° DeWALT 1/4" 1-1/4" 1" 4" DWG.BY.- JK m'
c ULTRACON+
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WOOD SCREW INSTALLATION NOTES: DRAWING Ho.: ¢
a 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of FL—17184.10 N
wood screws to prevent the splitting of wood. o
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•o CONCRETE ANCHOR NOTES: 87 DETAIL i
0 1.Concrete anchorlocations at the comers maybe adjusted to maintain the min. DETAIL 1 DETAIL 2 W
edge distance to morfarjolnts. Inswing Outswing Attach astragal throw bolt o a a
2.Concrete anchorlocations noted as"MAX.ON CENTER"must be adjusted to
1 stoke plate to frame
maintain the min.edge distance to modarloints,additional concrete anchors a5 ShOwf1 N m=
may be required to ensure the MAX ON CENTER"dimension are not exceeded.
Z 3 Concrete anchor table
;MIN CLEARANCE MIN`CLEARANCE 28 1X BUCK H
ANCHOR ANCHOR MIN bt c3
a TO MASONRY TO'ADJACW M
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:;TYPE .::SIZE EMBEDMENT, EbGE � .::.ANCHOR 27 2X BUCK ((
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TAPCON® 1/4" 1-1/4" 2" 4" 11
a. SCALE, N.T.S.
A DeWALT 1/4" 1-1/4" 1" 4" MO.BY. JK
ULTRACONI
TAITw 3/16" 1-1/4" 3" 1-1/2^ LATCH d DEAD BOLT DETAILILA �•U* LFS
DRAYANG NO.:
WOOD SCREW INSTALLATION NOTES:
1.Maintain a minimum 5/8"edge distance,)"end distance,&1"o.c.spacing of HINGE DETAIL ASTRAGAL STRIKE JAMB HINGE JAMB FL—17184.10
wood screws to prevent the spriHing of wood. SHEET 9 OF 11
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No.43409 '
Auclust 06 2020
$ x g g PRODUCT: Document.Prepared 9y:
i ' F P1ASiPRO INC. Lyndon F. Schmidt � OR10�'•'���
to �I o Z N J 8%OS ?B CORRECT WORDINGDA7E To rHEDIN D.Po)TABLE OoAc FIBERGLASS DOOR P/•/E�• No. 43409 ////w•f��A`y1�`d��
T TFT
pa r y —T 7 24 17 UPOA7E TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
I� a' cn 1 4 22 15 UPDATE 70 57H ED. (2014) FBC JK ASTRAGAL DETAILS rl l.�P.O. Box 230. Valrico, FL 33595
o n1 NO DATE BY Phone No.: 813.659.9197
REVISIONS FBPE Registry No. 9813
®ZO12 R.W.SWI-DING ro—ULTANT8 INC.
F- 4.56" �I i
BILL OF MATERIALS
ITEM# DESCRIPTION MATERIAL
fA•. mro
A 1X BUCK(SG>=0.55) WOOD o 6 O'ZZ
B 2X BUCK(SG>=0.55) WOOD II %�yy Z r`��� 6 g W
c C 1/4"MAX.SHIM SPACE ,'••.,•• _
D INX MASONRY4-3DeWALT OR ITW CONCRETE SCREW000 PSI MIN. ONCREi CONFORMING TO ACI STEEL 20 HEAD a SIDE JAMB �,'''IfI I*I „```�;. o n;z
ECONCRETE wood o v a o a
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 a a m o Z m
F 1/4"X 2-1/4"PFH DeWALT OR ITW CONCRETE SCREW STEEL 4.56" N Em 9 m°
G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL o a 2,17'—►j 0 IL
o g m g 'm a s
H 1/4"x 3-1/4"PFH DeWALT OR ITW CONCRETE SCREW STEEL H
-" J 1/4"X 3-3/4"PFH DeWALT OR ITW CONCRETE SCREW STEEL =E o Z
K #9 X 2-1/7'PFH WOOD SCREW STEEL ` w
L #10 X 2-1/7'PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL
o M #8 X 2"PFH WOOD SCREW STEEL
N 1/4"X 1-3/4"PFH DeWALT OR ITW CONCRETE SCREW STEEL
7 FORCE 5 WEATHERSTRIP(ENDURA) FOAM HEAD a SIDE JAMB SIDELffESPACER r3
m
B COMPRESSION WEATHERSTRIP QLON 650(SCHLEGEL) FOgM 21 Poy fiber
29 zo
5`s 9 4"X 4"BUTT HINGE STEEL �� z
0
10 #9 X 1"PFH WOOD SCREW STEEL
11 #9 X 3/4"PFH WOOD SCREW STEEL
w 0o�
20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD N 5 ELM !2 y�
4.56" K
21 POLY FIBER JAMB COMP./VINYL 4.56" �I o m
o 27 LATCH STRIKE PLATE STEEL o 1-
28 DEADBOLT STRIKE PLATE STEEL a a
29 SIDELITE SPACER(ISSLB) PVC
O Y Y m
a 30 DOOR SWEEP PVC
$ 31 OUTSWING THRESHOLD BY DLP(QOSH) ALUM./WOOD
32 ADA THRESHOLD BY DLP(ISHC) ALUM.
71 OUTSWING THRESHOLD �1 INSWING THRESHOLD f°
33 INSWING THRESHOLD BY DLP(ISCS) ALUM./WOOD �' QOSH J3 ISCS `
34 SIDELITE THRESHOLD BY DLP(ISH/EIS) ALUM./WOOD N o N n
35 TRIM WOOD ? o
n 36 OUTSWING ADA BUMP THRESHOLD ALUM. "BEn
9 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
56 EXTRUDED ALUMINUM"ULTIMATE HURRICANE ASTRAGAL"(ENDURA) ALUM. 4.62" 0 3 o o O�
60 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS H w
-v 87 ASTRAGAL STRIKE PLATE STEEL c z�o
88 2X REINFORCEMENT(CLEAR PINE:SG>=0.49) WOOD a o a a
U>> Z
32 ADA SILL c m
ISHC `z
^N N Q J
a SIDELIfE THRESHOLD34
o S' i3 ISH/EIS v n N^Z mD
C 02 21 12 i
SCAM
� rsA ir. N.T.S. 9
T T owo.ec JK mm
I I CHK BY: LFS 3
OUTSWING ADA BUMP THRESHOLD DRAMNG NO.:
w OSHC N
FL-17184.10
m
o sHEET i l of 11 N
a
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Registry License No.9813
Product / Report / I i'
Product
Category Sub Category Manufacturer Product Name
Plastpro Inc. Glazed Fiberglass Double Door
Exterior Swinging
Exterior Door 5200 W.Century Blvd. w/or w/out Sidelites
Doors Assemblies Los Angeles;CA 90045 Inswing/Outswing
(440)969-9773 'Impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and 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 7th Edition(2020)Florida Building Code(FBC)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 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 E1996 and FBC
Sections 1609.1.2.2&R301.2.1.2.1.
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-17184.10 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-17184.10 for size and design pressure:limitations.
Supporting Documents:
1. Test Report No. Test Standard Testinq Laboratory Sinned by
TEL 01390243 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Wendell W.Haney,P.E.
TEL 01390365 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E.
TEL 03851941 ASTM E1886-05/E1996.09 Testing Evaluation Lab.,lnc. V.K.Wright
H1411.01-251-47 ASTM E330-02 Intertek W.Trent Mason
2. Miami Dade NOA Materials Testing
18-0301.05 Saflex®PVB Interlayers(Eastman Chemical Company)
3. Drawinq No. Prepared by ,`1015as11e101sos Signed&Sealed by
No.FL-17184.10 RW Building Consultants,Inc.(#9813) ♦♦,`���..S C HAR/® --OLyndon F.Schmidt,P.E.
♦ G S
4. Calculations Prepared by ♦• "�-� F••°a &ned&Sealed by
a •.
Anchoring RW BuildingConsultants,Inc. #9813 43409 F�don F.Schmidt P.E.
( ) id o ,
�s- a ';a4Y
5. Quality Assurance
Certificate of Participation issued by National Accreditation and Management "0 •�,^
Institute,certifying that Plastpro Inc.is manufacturing products within a quality,:o '° STATE OF
assurance program"that complies with ISO/IEC 17020 and Guide 53. 0T°•.A`4 O t®P,����o Lyndon F.Schmidt,P.E.
Sheet 1 of 1 G��s/0® AgagQp00