HomeMy WebLinkAboutEvaluation Report; Glazed Fiberglass Single Door ImpactR R W Building Consultants, Inc.
B Consulting and'Engineering:Services forthe:Building Industry
C P.O.Sox 230 vatrico, FL 33595 Phone 8t3 G59,9197
Florida Board of Professional Engineers Registry License No. 9813
Product
Category
Sub Category
Manufacturer
Product Name
Plastpro Inc.
Glazed Fiberglass Single Door
Exterior
Swinging
Exterior Door
5200 W_ Century Blvd.
w/ or w/out.Sidelites
Doors
Assemblies
Los Angeles; CA 00045
Inswing 1'0utswing
(440) 969W,73
`'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. 61G20-3, 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, financiafinterest 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 2z 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 FLA7184:9 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
TEL 01390243
TEL 01390365
2. Miami Dade. NOA
18-030t:05
3. ,Drawing No.
No. FL-17184.9
Test Standard Testing Laboratory Signed by
TAS 201, 202,203-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E.
TAS 201, 202, 203-94 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E.
Materials Testing
SaflexO PVB Intedayers (Eastman Chemical Company)
Prepared by
RW Building Consultants, Inc. (#9813).
a4ise,��eafl®
4 Calculations Prepared bVAnchoring RW Building Consultants, Inc. (#9813) �� ' SCtf�,N,
IV
5. Quality Assurance
Certificate of Participation issued by National Accreditation=and No 4340g a �
Management Institute, certifying that Plastpro Inc. is manufacturing prod afs 4
within a quality assurance program that complies,with ISCIBEC 17020 an& '0
Guide-53.g3'p STATE OI= o <£I
vi a A' a
Sheet 1 of 1�°A+S L ........
d�pgp®C� iA
Signed 8, Sealed by
Lyndon P.'Schmidt, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Lyndon F. Schmidt, P.E.
FL.PE No. 43409
817/2020
plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
GLAZED FIBERGLASS SINGLE DOOR
0
w/ or w/ovt SIDELITES
INSWING/ OUTSWING
,IMPACT"
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 7th Edition
(2020) Florida Building Code (FBC) structural requirements excluding the
n "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as fated 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 El996 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 this drawing require further
engineering analysis by a licensed engineer or registered architect.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
1
Typical elevations, design pressures & general notes
2
Door panel details
3
Sidelite panel details and glazing detail
4
Elevations
5
Horizontal cross sections
6
Vertical cross sections
7
Vertical cross sections
8
Buck anchoring
9
Frame anchoring
10
1 B11 of materials and components
V.25" MAX.
2AME WIDTH
115.9' MAX. OVERALL FRAME WIDTH
37.5" MAX.
OVERALL
FRAME WIDTH
i--1.50
'Oz
�12
:312
rZ �0
0
o
X
0
_ >'L
o
poxIj
Ll
Ij
OXO
CONFIGURATION
MAX.
FRAME
DIMENSION
MAX. SIDELITE
D.L.O.
DIMENSION
DESIGN PRESSURE (PSF)
INSWING
DESIGN PRESSURE (PSI)
OUTSWING
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
X
37.5" X 82.0"
N/A
+50.0
-50.0
+50.0
-50.0
OX/XO
76.25" X 82.0"
20.5" X 62.75"
+50.0
-50.0
+50.0
-50.0
OX0
115.0" X 82.9'
20.5" X 62.75"
+50.0
-50.0
+50.0
-50.0
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\YANG NO.:
FL-17184.9
Er 1 OF 10
HINGESTILE _
Cellular PVC
STILE REINFORCEMENT
(LVL) STILE REINFORCEMENT (LVL)
1 HORIZONTAL CROSS SEC77ON LATCH STILE
Cellular PVC
KVRKSET
LOCK:
SIGNATURE SERIES
DEADBOLD
SIGNATURE SERIES(78D)
YALE
LOCK:
YH COLLECTION
DEADBOLT:
YH COLLECTION (80 SERIES)
KNOB:
'F'SERIES (FTC)
SCHIAGE
DEADBOLT:
'B'SERIES(B60/62)
35.75" DOOR
WIDTH —�
40 DOOR PANEL
2
STRUCTURAL SILICINE (DOW 995)
NON STRUCTURAL SEALANT -
TOP RAIL
(COMP.)
FOAM C
(POLYUREIHP
1.9 PCF I
5/8" GLASS BITE
DR.
I" OVERALL GLASS THK.
1 /8" ANNEALED GLASS
24.22" MAX. 0.090"SAFLEX®PVB
FRAME WIDTH INIERLAYER
20.5MA)L 1 /8" ANNEALED GLASS
D.L.O. WIDTH AIR SPACE
1/8"TEMPERED GLASS
#7-19 X 1.3/4' PPH ALUMINUM SPACER
SELF DRILLING SMS 3A INT.
NON STRUCTURAL SEALANT
GT GLAZING DETAIL
O
LL d
o ci 1.86"
� b0
na
0.063"
INP) -^I F�-
ODL LITE FRAME 3A ODL LIIE FRAME
(Alum.)
INTERIOR
EXTERIOR
FIBERGLASS SKIN
(0.075'THICK)
BOTTOM RAIL
(COMP.)
2 VERTICAL CROSS SECTION
2
SC IF• N.T.S.
DWG. BY: JK G
CNK. BY: LFS 3
DRAWNG NO.: G
FL-17184.9 c
n
SHEEP _L OF 10
� 1
HINGESTILE _
Cellular PVC
STILE
REINFORCEMENT —
(LVL)
35.7S' DOOR
WIDTH
60 SIDELIIE PANEL
EXTERIOR
INTERIOR
1 HORIZONTAL CROSS SECTION
3
24.22" MAX.
FRAME WIDTH
20.5" MAX.
D.L.O. WIDTH
o
F
TOP (COMP.)
FOAM CORE
(POLYURETHANE -
1.9 PCF MIN.)
5/8' GLASS BITE
EXT.
1" OVERALL GLASS THK.
1/8'ANNEALED GLASS
0.090" SAFLBPPVB
INTERLAYER
I/8'ANNEALEDGLfSS INTERIOR
1 AIR SPACE
1/8"TEMPERED GLASS
#7-19 X 1-3/4" PPH / ALUMINUM SPACER
SELF DRILLING SMS J 3A INT.
NON STRUCTURAL SEALANT
61 GLAZING DETAIL
� 5=
p 1.66"
0 o
O E�O I
to 0.063"
Y) 3A ODL LIIE FRAME
(Alum.)
ODL WE FRAME
LOCK BLOCK (WOOD)
STILE REINFORCEMENT (LVL) —
LATCH STILE
Cellular PVC
STRUCTURAL SIUCINE (DOW 995)
NON STRUCTURAL SEALANT —
I -- .40
FIBERGLASS SKIN
(0.075' THICK)
BOTTOM R
(CON
EXTERIOR
K-2"'N VERTICAL CROSS SECTION
3
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6 6 6 6
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ELEVATION (X)
ELEVATION (XO - OXI
ELEVATION (OX01
0
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ri
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DATE 02/27/12 z
0
sruE: N.T.S.
owc. BY: JK m
OHK. er. LFS 3
ORAVANO NO, 0:
a
FL-17184.9 0
N
SHEEP 4 OF 10
1-1 /4" MIN.
EMB. (iYP.)
° J-
D M 27
40
°. 7
8
21 20
)— C-SINK
E e C L (n'P )
z
p 1 HORIZONTAL CROSS SECTION
t; $ Outswing shown - Inswing also approved
E NOTE:
- 1. Spacing for item K: 6" from ends
and 6 more equally spaced along EXTERIOR
sidelite (8 total).
SEE NOTE 1�
8
U
E 60 EXTERIOR 9 11 K E �•"0—
EXTERIOR 10 ' r. �c P3 Q-� M
;7 z
y' •. �j o
0N••�
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INTERIOR INTERIOR 8 ¢ Iw
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EMB. (TYP.) (TYP,) C zo ¢o
1-1/41MIN. ovI J zw
4 HORIZONTAL CROSS SECTION S (n P•1 ag m N
5 HORIZONTAL CROSS SEC17ON 5 W o o
$ O,=ng/shown-ingwingasoapproved $ -iningalsoapproved Shw1X sub -buck uswngsown
o
o
a a
2 HORIZONTAL CROSS SECTION
$ Outswinq shown - inswing also approved
Shown with 2X reinforcement
EXTERIOR
INTERIOR
3 HORIZONTAL CROSS SECTION
$ Outswing shown - inswing also approved
Shown Qh 2X reinforcement
e 02 21112 Q
u: N.T.S.
5
BY. JK m
Fry.. LFS 3
WING NO.: m
FL-17184.9 0
Er 5 OF 10 N
EXTERIOR INTERIOR
if
1 VERTICAL CROSS SECTION
6 Outswing shown -inswing also approved
INTERIOR wdofflz EXTERIOR
F _W
d . °d e°
3 VERTICAL CROSS SECTION
6 Inswing configuration
EXTERIOR
INTERIOR
d °
a
d'
VERTICAL CROSS SECTION
6
Shown w/ ADA threshold*
INTERIOR
M� EXTERIOR
omm
u�m
' dJ N
fill 1 a, U N ••=
o m C w
Qo a U 0
9mZit
wo Em o
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EXTERIOR 8 INTERIOR o w
p F
a a
/-q-\ I/ERflC C OSS
AL R SECTION
6 SOhutwinw/1h shown
l;u�ng also approved
INTERIOR EXTERIOR
n7 40
v z a
36 �L am E
N ■ �� ^�' F
'd •O d °' °
G .. d ..
q.
VERTICAL CROSS SECTION r4 VERTICAL CROSS SECTION
G Shown w/ O.S. ADA bump threshold 6 Outswing configuration
e 02121112
Lr: N.T.S.
BY: JK
BY.. LFS
,WING NO.:
FL-17184.9
Er _L OF 10
T
N
3
Z a
SEE NOTE 1 U
20 21
EXTERIOR INTERIOR
1 VERTICAL CROSS SECTION
7 Outswing shown -inswing also approved
S INTERIOR EXTERIOR
0
50 1 K J SEE NOTE 1
Z
o p 34 :2� f
a E gmg ?mow
0
O d
d _
a . n -
L
3 VERTICAL CROSS SECTION
7 Inswing configuration
c
NOTE
1. Spacing for item K: 6' from each end
and at centerline (3 total).
INTERIOR
e'
ep'
n . .
A I
60
SEE NOTE 1 K
EXTERIOR INTERIOR
21 VERTICAL CROSS SECTION
7 s SOutw/sh swtrbuck ng also approved
EXTERIOR
4 VERTICAL CROSS SECTION
7 Outswing configuration
INTERIOR
xi
z
''��f/f f l•• l' 1 �``` o to m
U N •• n
O o u
N V U %Z O
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ern i=rn
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K
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a a
EXTERIOR
SEE NOTE 1
5 VERTICAL CROSS SECTION
7 Outswing configuration
e 02/21/12 g
u: N.T.S.
ar: JK a
BY.. LFS 3,
WINO NO.: 0
t\
FL-17184.9
Er _L OF 10 e
0
4,0 ' •.��c
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O' mro
00.• dam
, gy; FLN�
''JJfff11•II o, \ U N o
4" 4" N 'VEV E m zp m o rc
{ P p L J C W
(TYP-) (TYP.) 4" a '^ g 'm a a
(TYP.) (TYP.)p�a.
(TYP) o
f • �¢ v
TYP. HEAD
II •' II II _
TYP. HEAD
MASONRY TYP. HEAD MASONRY I I AMA I I I I Zo
OPENING 8 JAMBS OPENING I OPENING i tA l i 8 JAMBS o� _
2X REINFORCEMENT f I I I I `2X REINFORCEMENT- ]
SHOWN FOR REF. I I I I SHOWN FOR REF.
W Y
2X BUCK ONLY I I ONLY
2X BUCK 2X BUCK En
II II II 0 o
0
II b, o II II Ci a
II o
hd II II II ^O m
II _ II II
�- II II o00
II II II mmm
�• � o n a
Nyy �
BUCKANCHORING BUCKANCHORING BUCKANCHORING d o d 0
X OXn(O OXO W W W m
CONCRETEANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchorlocations noted as MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to morTarJolnts, additional concrete anchors
may be required to ensure the'MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
='
ANCHOR
ANCHOR
11J1N
MIN CLEARANCE
MIN:CLEARANCE
- $fZF
MASONRY
TOi46JACENi�
.....................
...................
.EMBEDMENT
....... _. ...._.
... ...EDGE:........::ANCHOR_::..:;
ITW TAPCON a
1/" 4
1-1/4"
2"
4"
DeWALT ®
1 4"
/
1.1/4•
1"
4"
LILTRACON
WOOD SCREW
INSTALLATION NOTES:
d distance. & 1"o.c. soacina of
1. Maintain a rruntmum 5/9edge datanca, 1 en
wood screws to prevent the spri ing of wood.
M. BY: X
CHx. BY: LFS
DRAWNG NO.:
FL-17184.9
SHEEr 8 OF 1 D
I—
_ L 2X BUCK _
MASONRY
J IXBUCK
MASONW
OPENING
OPENING
TYP. HEAD
FRAME
_ _
8 JAMBS
FRAME
2X BUCK
TYP. rat SILL
N
a 2X 81
F
=0
FRAMEANCHORING
X
J
CONCRETEANCHOR NOTES:
1. Concrete anchorlocations at the comers may be adusfed to maintain the min.
edge distance to modar jainfs.
2 Concrete anchorlocations noted as MAX ON CENTER" must be advsted to
maintain the min. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the "MAX. ON CEMER"dimension are not exceeded.
3. Concrete anchor table:
ANCO
ANCNOk
MIN
MIN CLEARgN�E
MIN CtE9RANCE
T YPE
SIDE
EMefOMENr
TO MASONRY:
70 ADJACENT:,:
. .::.:
. ..
. _.
.... .. EDGE. -. :;..
.. 'ANCHOR-...:::
IIW ®
114'
1.1/4-
Y
4"
TAPCON
DeWALi
1/4"
1.1/4"
1"
4°
ULTRACON
v
3/16"
1-1/4"
3"
1-1/Y
TAPCON
WOOD SCREW INSTAUATION NOTES:
1. Maintain a minimum 5/8" edge distance, T"end distance, 6 1"o.c, spacing of
wood screws to prevent the splitting of wood.
6:' N
AT
sN d
u�m
S. JTYP.) 3" (TYP.)��y`
T. (TYP.) 7-(rYP.) /fil; . . %1 00 R O T_n
.,... ; 6„ (TYP.) 6" (TYP.)—�{ o a o K c Z
LO �m Cw
a
IIT o a m m a: 0,
o Vo e
Q u VoCZ
C. •ae2XBUCK Eoo a MASONRY L 2X BUCK a 3d
TYP Q OPENING J 1X BUCK L o
HEADJAMBS FRAME
TYP. ®HEAD AND o
JAMBS X 0.: cio z
41 pn 2
TYP. ® SILL S+ p p Q- m Z
TYP. @FILL TYP. ri
LL 0 2X BUCK LI
• @SILL N am w
Sw m F w
D ^o
FRAMEANCHORING FRAMEANCHORING
XX OXO m
oso
V)
z
W W W 0
S V)
p2^ O ^ aj
> j �
G 1XBUCK 1XBUCK H 4-0.
M 2XBUCK 2XBUCK K
M "
oaE 02/21/12
1 SCAM N.T.S.
HINGE DETAIL DWG. BY. JK
LATCH & DEADBOLT DETAIL 2X Buck LA CHK. trv: LFS
GRAYING NO.:
STRIKE JAMS HINGE JAMB FL— 17184.9
SHEET 9 OF 1O
BILL OF MATERIALS
DEM #
DESCRIPTION
MATERIAL
A
1 X BUCK (SG >= 0.42)
WOOD
B
2X BUCK (SG >=0.42)
WOOD
C
1 /4" MAX. SHIM SPACE
D
I /4" X 2-3/4"DeWALT OR (TW CONCRETE SCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F
1 /4" X 2-1/4" PFH DeWALT OR RW CONCRETE SCREW
STEEL
G
3/16"X3.1/4"PFH(TWCONCRETE SCREW
STEEL
H
1 /4" x 3-1/4" PFH DeWALT OR TIW CONCRETE SCREW
STEEL
J
1 /4" X 3-3/4" PFH DeWALT OR ITW CONCRETE SCREW
STEEL
K
#9 X 2-1/7' PFH WOOD SCREW
STEEL
L
#10 X 2-1/7' PFH WOOD SCREW (1.1Y MIN. EMBEDMENT)
STEEL
M
#8 X 7' PFH WOOD SCREW
STEEL
N
1 /4" X 1-3/4" PFH DeWALT OR ITW CONCRETE SCREW
STEEL
7
FORCE 5 WEATHERSTRIP (ENDURA)
FOAM
8
COMPRESSION WEATHERSTRIP QLON 650 (SCHLEGEL)
FOAM
9
4" X 4" BUTT HINGE
STEEL
10
#9 X 1" PFH WOOD SCREW
STEEL
11
1 #9 X 3/4" PFH WOOD SCREW
STEEL
20
FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS
WOOD
21
POLY FIBER JAMB
COMP. / VINYL
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT STRIKE PLATE
STEEL
29
SIDEUTE SPACER (ISSLB)
PVC
30
DOOR SWEEP
PVC
31
OUTSWING THRESHOLD BY DLP (QOSH)
ALUM. / WOOD
32
ADA THRESHOLD BY DLP (ISHC)
ALUM.
33
INSWING THRESHOLD BY DLP (ISCS)
ALUM. / WOOD
34
SIDELITE THRESHOLD BY DLP (ISH/ EIS)
ALUM. / WOOD
35
TRIM
WOOD
36
OUTSWING ADA BUMP THRESHOLD
ALUM.
40
DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
60
SIDELITE PANEL -SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
88
2X REINFORCEMENT (CLEAR PINE: SG>= 0.49) 1
WOOD
f•� 4.56" �{
I A
4D HEAD A SIDE
Jamb
I (— 4.56" d
L � 77=j
�2.1T�1
r7.7
2.44' 2.13" _j
E21 HEAD A SIDE
Poly fiberjamb
31 OUTSWING THRESHOLD
QOSH
rn
(— S'
32 ADA SILL
ISHC
rn
r
D o
T T
36 OUTSWING ADA BUMP THRESHOLD
OSHC
29 SIDELITE SPACER
ISSLB
�11NS
SCSWlNG THRESHOLD
I
S'DE ffE THRESHOLD
IHI FJS
Ioil
av�y m
M
umco
§`� Z N
N>°Mz°
0 N m
E i o=a
m
GO cW
u a p o a.
Na M.a.
at
z� �z
§a
cp
CLm N ICJ
l In
� m I
0
a
IL : N.T.S.
LFS
WANG NO.:
FL-17184.9
Tr 10 OF 10