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Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2&
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4. For 2x stud framing construction,anchoring of these units shall be the same odd o
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5. Site conditions that deviate from the details of this drawing require further XO o Cl)0 rr
engineering analysis by a licensed engineer or registered architect. W H
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s TABLE OF CONTENTS MAX. MAX.SIDELITE DESIGN PRESSURE(PSI) DESIGN PRESSURE(PSF)
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SHEET# DESCRIPTION CONFIGURATION FRAME D.L.O. INSWING OUTSWING N ^w z
1 Typical elevations,design pressures&general notes DIMENSION DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE o
2 Door panel details ^o =
3i 3 Sidelite panel details and glazing detail X 37.5"X 82.0" N/A +50.0 -50.0 +50.0 -50.0 w^z
4 Elevations DAM-02/21/12 i
w 5 Horizontal cross sections OX/XO 76.25"X 82.0" 20.5"X 62.75" +50.0 -50.0 +50.0 -50.0 scA:E: N.T.S. 9
6 Vertical cross sections
7 Vertical cross sections
DWG.BY. JK m
a 8 Buck anchoring OXO 115.0"X 82.0" 20.5"X 62.75" +50.0 -50.0 +50.0 -50.0 CHK.Br: LFS 3
9 Frame anchoring DRAWING NO.: Ir
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10 1 Bill of materials and components FL-17184.9 "o
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No.43409
Au ust 06. 2020 13
PRODUCT: Documents Prepared 9Y•
PLASTPRO INC. Lyndon F. Schmidt //// ����'•'
Z\ 3 8 04 20 UPDATE TO 7TH ED. (2020) F8C DAC
FIBERGLASS DOOR P.E. No. 43409 �'�O�A
o Do ` y 2 7 24 17 UPDATE 70 6TH ED. (2017 FBC JK PART OR ASSEMBLY: K�/��BUILDING CONSULTANTS, INC.
I -.4 N v7 1 04 22 15 UPDATE 70 STH ED. (2014) FUG JK ELEVATIONS rl l�yV P.O. Box 230. Volrico, FL 33595
� to N NO DATE BY Phone No.: 813.659.9197
REVISIONS FBPE Registry No. 9813
®201D R.W.SUILDINS CONSULTANTS INC.
(T I E 60 EXTERIOR 9 E `�•Q.� :,..... /dam^ N
EMB. P. W
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$ Outswing shown-inswing also approved $ Outswing shown-inswing also approved (L a o
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1 HORIZONTAL CROSS SECTIONo
$ Outswing shown-inswing also approved o a
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1, Spacing for item K:G'from ends 88
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SEE NOTE 1 K N N N Z
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DRAWING NO.:
$ Outswing shown-inswing also approved 5 Outswing shown-inswing also approved N
a: Shown with 2X reinforcement Shown with 2X reinforcement FL-17184.9 6
SHEET 5 OF 10 N
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T $ AV PRODUCT: Documenta Prepared ey:�
' m B PLASTPRO INC. Lyndon F. Schmidt
.. o i s
Io v o Z N 3 8 04 20 UPDATE TO 7TH ED. 2020) FBC DAC FIBERGLASS DOOR P.E No. 43409 Al.t�r�
o r, ` -i 2 7 24 17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: K�////BUILDING CONSULTANTS, INC.
tco,.1° V1 1 04 22 15 UPDATE TO 5TH ED. (2014) FBC JK VERTICAL CROSS SECTIONS J I VY P.O. Box 230, Valrico, FL 33595
o ro w-Na DATE BY Phone No.: 813.659.9197
REVISIONS I FSPE Regi.try No. 9813
0 2012 R.W.BUILDQUZ 0 RLV N38 UH Ca Ne1JLTANTe I—
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7 Inswing configuration 7 Outswing configuration 7 Outswing configuration DWG.D: /K m'
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DRAWING NO.: Eq
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a CONCRETE ANCHOR NOTES:
1.Concrete anchor locations of the comers maybe adjusted to maintain the min. a i
aedge distance to mortar joints. -
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to N r"-
o maintain the min.edge distance to mortar joints,additional concrete anchors w
o moy be required to ensure the"MAX.ON CENTER"dimension are not exceeded. o N w ao �
3 Concrete anchor table m o m
ANCyOR ANcHbR MIN MIN C4EARANC6 MIN CLEARANCE n a z
TO MASO TO ADJACENT;:
a TYPE $TIE EiNBEDMENi NRY DATE 02121112 i
_
ITW
SCALE: O s PC ® 1/4" 1-0/4" 2" 4" DWG.BY: N.T.S.
JK 'm
iAPCON
v DeWALT
d ULTRACONT i/4" 1-1/4" 1" 4" CNK.BY: LFS 3
ra, DRAWING NO.:
WOOD SCREW INSTALLATION NOTES: N
1.Maintain a minimum 5/8"edge distance.I"end distance,8 1"o.c.spacing of FL-17784.9
Vwood screws to prevent the splitting of wood. sNEEr 8 of 10
d
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OPENING Z.
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FRAME JAMBS FRAME TYP.@HEAD AND o
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CONCRETE ANCHOR NOTES: ns a
< 1.Concrete anchorlocaFlons at the comers may be adjusted to maintain the min. o 0 0
" edge distance to mortorJoints. o
o 2.Concrete anchorlocations noted as MAX.ON CENTER"must be adjusted to
maintain the min.edge distance to modarloints,additional concrete anchors G 1 X BUCK IX BUCK H Lo
N
may be required to ensure the ON CENTER"dimension are not exceeded. 9 w z
2 3 Concrete anchor table 2B M 2X BUCK 2X BUCK K N N o 0
MIN CLEARANCE MIN'CLEARANCE
¢ ANCHOR ANCHOR .MIN Tn z
WTYPE $IZE EMBEDMENT ;:TO MASONRY iO ADJACENT;; '.� 10 h ry n N•-Z
Z ... ....... .. .... ... EDGE .:ANCHOR '.i '17 M m
GATE:02/21/12 1 Oz
TAPCONO 1/4" 1.114" 7' 4" scuE: N.T.S.
a DeWAIT 1/4" 1.1/4" 1" 4" owc.BY.-
LATCH JK m
c ULTRACON+ &DEADBOLTDETAIL HINGE DETAIL cNK.er: LFS 3
if ® 3/16" 1.1/4" 3" 1.1/2" 2XBuck
& TAPCON OWING NO,
= WOOD SCREW INSTALLATION NOTES: FL-17184.9 N
a'n 1.MalntoIn a minimum 5/3"edge distance,I"end distance,&I"a.c.spacing or STRIKE JAMB HINGE JAMB o
wood screws to prevent the spfitting of wood. sheer 9 OF 10
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BILL OF MATERIALS
REM# DESCRIPRON MATERIAL C v
A I BUCK(SG>=0.42) WOOD =U);3? 0 a z LL
B 2X BUCK(SG>=0.42) WOOD II II 'U Z * ��2ff z O W
C 1/4"MAX.SHIM SPACE iv F--2.36 T 2.7 �'��y'., c J o d
D 1/4"X 2-3/4"DeWALT OR ITW CONCRETE SCREW STEEL ii�'' I "```,`�`� o°n�z
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI O HEAD&SIDE e C4
E CONCRETE Jamb 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 2D o v z e z
F 1/4"X 2-1/4"PFH DeWALT OR ITW CONCRETE SCREW STEEL 4.56" -- N 8 0 9_m 0 a.
3 G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL �0 2,1T'�j a y m a a
H 1/4"x 3-1/4"PFH DeWALT OR ITW CONCRETE SCREW STEEL
J 1/4"X 3-3/4"PFH DeWALT OR ITW CONCRETE SCREW STEEL fNn =E `o Z
K #9 X 2-1/7'PFH WOOD SCREW STEEL _ <o 0
L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL
M #8 X 2"PFH WOOD SCREW STEEL I--2.44'--t--2.13"--- I
1 N 1/4"X 1-3/4"PFH DeWALT OR ITW CONCRETE SCREW STEEL
29 SIDEATE SPACER
s 7 FORCE 5 WEATHERSTRIP(ENDURA) FOAM HEAD&SIDE ISSLB o ¢n
8 COMPRESSION WEATHERSTRIP QLON 650(SCHLEGEL) FOAM 21 Polyfiberlamb zo ww
9 4"X 4"BUTT HINGE STEEL om ¢o
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10 #9 X 1"PFH WOOD SCREW STEEL No m L,o
11 #9 X 3/4"PFH WOOD SCREW STEEL w o L)
20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD N am ¢ �Ad
4.56' 4.56'
21 POLY FIBER JAMB COMP./VINYL o
27 LATCH STRIKE PLATE STEEL $
q' 28 DEADBOLT STRIKE PLATE STEEL a a
29 SIDELITE SPACER(ISSLB) PVC y
30 DOOR SWEEP PVC o m
a 31 OUTSWING THRESHOLD BY DLP(QOSH) ALUM./WOOD
32 ADA THRESHOLD BY DLP(ISHC) ALUM.
33 INSWING THRESHOLD BY DLP(ISCS) ALUM./WOOD �1 OUTSWING THRESHOLD INSWING THRESHOLD
2 34 SIDELITE THRESHOLD BY DLP(ISH/EIS) ALUM./WOOD 4oSH 33 IScs
35 TRIM WOOD z
36 OUTSWING ADA BUMP THRESHOLD ALUM. f„ W W 2
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
60 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 4.62"
88 2X REINFORCEMENT(CLEAR PINE:SG>=0.49) WOOD ¢a
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32 ADA SILL $^ F
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SHEEP 10 OF 10 N
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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 of Professional Engineers Registry License No.9813
Product Evaluation Report, / / 7184.9
2020
Product Sub Category Manufacturer Product Name
Category
Plastpro Inc. Glazed Fiberglass Single Door
Exterior Swinging
Exterior Door 5200 W.century Blvd. w/or w/out Sidelites
Doors Assemblies Los Angeles,CA 90045 Inswing/Outswing
(4401969-9773 '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 bome 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&R301.2.12.1.
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-17184.9 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-17184.9 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed 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.
2. Miami Dade NOA Materials Testing
18-0301.05 SaflexO PVB Interlayers(Eastman Chemical Company)
3. Drawing No. Prepared by Signed&Sealed by
No.FL-17184.9 RW Building Consultants, Inc.(#9813) Lyndon F.Schmidt, P.E.
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5. Quality Assurance
Certificate of Participation issued by National Accreditation and 4 :• No 43409 ••o Y
Management Institute,certifying that Plastpro Inc:is manufacturing produt;ts o ��
within a quality assurance program that complies with ISO/IEC 17020 ands
Guide 53. d
STATE OF •a Lyndon F.Schmidt,P.E.
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8/7/2020
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