HomeMy WebLinkAboutProduct Evaluation Report; Glazed Fiberglass Single DoorR
B
R W Building Consultants, Inc.,
Consulting and Engineering Services for the Building Industry.
P.O Box 230 yaldoo. Fl. 33595 Phone 813.639.91.97
Florida Board of Ptofessionat Engineers Certificate of.Autharization No. 9.813
Product
Sub Category
Manufacturer
Product Name
Category.
.:
Plastpro Inc:
Glazed, FiberglassSingle Door
Exterior
Swinging.:
Exterior Door
5200 W. Century' Blvd:
wf orwloui Sidelttes
Doors:
Assemblies
Los Angeles, CA 90045..
Inswing l Outswing
(440)9694773:.
"Impact'
Scope: This is a Product Evaluation report issued by R-W Building tonsultants,; Inc and Lyndon F: Schmidt, P.E. (System ID-#
1g98):1or Plastpro Inc, based on Rule Chapter No. 61 G20-3, Method 1 D of the State of i=lorida :Product Approval,
Department of Business.& Professional .Regulation:
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor willacquire financial interest in -the company
manufacturing or distributing the ptoduO.6tr in any otherentity fnvalved.in the approval process of the product named herein.-
Limitations:
1, This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC): structu.,ral requirements
excluding the " Hlgh..Velocity Humcane 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.
& When used in areas requiring wind: borne debris protection this prod uctcomplies.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 yYind Zone 4. as defned. in: ASTM.El996 and.
FBC Sections 1609A 2.2 A R301.2.1.2.1..
4:,.For 2x.stud1raming: construction, :anchoring.of, these units shall:be thesame as that shown for2x bu&masonry..construction.
&. Sife conditionsthat deviate from the. details of.' drawing FL-17984 9 require further engineering. analysis by a licensed engineer or
registered. architect:
6._See drawing FLA71840for size and design pressure limitations.
Supporting Documents.
1: Test Rebort No.
TEL 01390243
TEL 01396366
Z Miami. bade:W
18-0301.05
3. Drawing. No..
No. FL-17184.9,
4:. Calculations
Anchoring
Test Standard. Testing Laboratoru Sianed by.
TAS 261, 262 and 203=94 Testing Evaluation Lab..Inc. Wendell W Haney,. P.E.
TAS 201, 202 and 203-94. Testing: Evaluation Lab:,inc. Lyndon F. Schmidt,.P.*E.
Materials Testing
9aflex®PVB Interloyers (Eastman Chemical Company).
Prepared by
RW. Building Consultants, Inc: (CA #9813).
Prepared: by
RW Building Consultants, Inc. {CA 0M)
5..Qualltv:Assurance:. a ' No 434.,
Certificate of Participationissued by National Accreditation and
Management institute, certifying that Plastpro Incjseman0faatUring:OrAQ_
within a qua lftyassurance program that complies with ISO/IEC 176.20 and "
Guide 53, ST Tl~. E?f
Sheet t of 1.
Signed &_Sealed by
:Lyndon F. Schmidt, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
LyndoriF. Schmidt; P.E.
FL PE No. 43409:
2121/2019
a sPro
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5200 W. CENTURY BLVD: N
LOS ANGELES; CA 90045 0
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GLAZED FIBERGLASS SINGLE DOOR ti5:0''MAX.OYERALL FRAMEWIDTH � 'X p 4"� m a,fE
w/ or w/out SIDEL►TES 37.25"MgX. 37,5'MA1(. }` oz
o FRAME WIDTH' ' OVERAL! o
0
INSWING/ OUTSWING FRAME:wiDTH: oa �'
IMPAC>"
x
0
GENERALNOTES w u z$ A a3 a - y m <..
0 1.. This producthas been evaluated andis in compliance vAh the 61h.Edition � 3 LL a x a . '.16
(2017) Florida Building Code (FBq structurai requirements excluding the. ¢� ? o Q a X Q: w Inu
m High Velocity Hunicane Zone" (HVHZ). _ > o am a j
s 2, Productanchors shallbe as fiste13
d and spaced as shown on details, Anchor' N =
o embedment to base material shall. be. beyond wall dressing or stucco. °p _ OX i
s 3. When used in areas requiring wind bome debris protection this product . m
complies witfi FBC Sections W9.3.2 & R301.2.1,2 and does not require an Li
impact resistant covering. This product meets missile level "D'' and includes
'. Wind Zone 4 as defined in ASTM. El 996. and FBC Sections 1609.1.2.2 & OX0. x o
R301.2,1.2.1. 'o 'o
8 41 For 2x stud'framing construction, anchoring.of these units shall be the same W w o
as that shown for 2x buck masonry construction.
00
5, .Site conditions that deviate from the details of this drawing require further XO 2 r.
engineering analys s.byn licensed engineer or registered architect:. o 0
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TABLE OF CONTENTS .
SHEET#
DESCRIPTION
1
Typical elevatioru, design pressures & general notes
2 `
DoorpaoeldetailS
3
Sidefite panel de ails and glazing detail
4
9evations
5
Horizontal cross sections
6
Vertical cross sections
7 "
Vertical cross sections
8
Buckanchoring '
9
Frame anchoring
10 .
8i0 of materials and components
CONFIGURATION
MAX.
FRAME
DIMENSION
MAX: SIDELRE
D.L:O..
DIMENSION
'DESIGN PRESSURE (PSG
INSWING.
DESIGN PRESSURE (p$6)
OUTSW/NG.
POSITIVE
NEGATIVE
POSITIVE-
NEGATIVE
x
sus^ x s2.o°
N/A
+50.0
-50.0 .
+50:0
-50,0
OX/XO
76.25" X82.0"
20:5" X 62.75"
t50,Q
-50,fl
+50.0
-5Q.0
oxo
t tS.o° Xs2.o'�
'20.5"X 62.z5" :
.+50.0
,50:0
+50:0
-:50.0
t
L 1-
HINGESTILE
Cellular PVC
Ow..
2.50"
1.00'*LM
EXTERIOR �- 40
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TOPRAIL1 58 - ''''IMF/T L* P` �`,` o n m i
TERIOR { ] o N'o
LOCKBLOCK.(WOOD)
STILE REINFORCEMENT v z c z o
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SIGNATURE SERIES
oEADBOLT:
SIGNATURE SERIES V8D)
Yam,
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YNCOLLECTION-
_
DFADBOLT:
YH COLLECTION (60 SERIES)
SCNLAGE
KNOB:
"PSERIES(F10)
DEADBOLT. . T SERIES (B60/62)
218 00.
m a a
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2 FOAM CORE
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(POLYURETHANE-
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NON STRUCTURAL SEALANTI"
OVERALL GLASS THK.
1/0 ANNEALED GLASS a J wZ
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24.2T MAX.
WIDTH FRAME WIDTH INTERLAYER
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#7-19 X 1,3/4' PPH ALUMINUM SPACER 11 lir
SELFDRILLINGSMS 3A INT. INTERIOR''
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FIBERGLASS DOOR
Documents Pmpared By:e, y
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P.E. No. 43409 �'4ss/OMA1.\�`�
BUILDING CONSULTANTS, INC.
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Phone No.: 813.659.9197
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BUILDING CONSULTANTS. INC.
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Phone No.: 813.659.9197
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CONCRETEANCHORNOTES: - - - - -
1: Concrete anchorlocoflons at the comers may be adjusted to maintain the min,
edge distanceto morfarloints.
2 Concrete onchorlocaflons noted as MAX ON CENTER" must be adjusted to
maintain the min. edge distance tomortarloints, addBional concrete anchors
maybe required to ensure the MAX.'ON CENTER" dimension are not exceeded..
& Concrete anchor table:
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'WOOD .SCREW INSTALLATION NOTES:
Maintain ante 1"end distance, & I"o.c. soacina of
1. a minvnum 5/8" edge distance,
wood screws to prevent the splitting of wood.
DATE 02121 12
SGAM N.T.S. '
DNG. m•: JK I i
CWL BY. LFS
Dw�wa� tro.:. 1
FL-17184.9
. - SHEET 8 of 10
1. a minvnum 5/8" edge distance,
wood screws to prevent the splitting of wood.
DATE 02121 12
SGAM N.T.S. '
DNG. m•: JK I i
CWL BY. LFS
Dw�wa� tro.:. 1
FL-17184.9
. - SHEET 8 of 10
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CONCREIEANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
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2 Concrete onchorlocallons 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" dunenslon are not exceeded.
3. Concrete anchor table_
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CONCRETE
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STEEL
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#9 X 2-1/2" PFH WOOD SCREW
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STEEL
N
1 /4' X 1-3/4" PFH ELCO 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
#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
ISIDELITEPANEL -SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
-
88
12X REINFORCEMENT (CLEAR PINE. SG >= 0.49)
WOOD
Imo--- 4.56"
I A
Ema��, -
2.361-
20 HEAD 3 SIDE
Jamb
4S6" ih
I
Fes— 2.44" T 2.13"
SIDELRESPAC R
�l EAD d SIDE 29 'LB
Poly fiberlamb
. 31 Man
THRESHOLD
QOSH
rn
T
92 ADA SILL
ISHC
--c'3
0
l
OUTSWINGADA BUMP THRESHOLD
36 OR
33 INSWING THRESHOLD
ISCS
I
SIDEILTE THRESHOLD
ISH! EIS
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