HomeMy WebLinkAboutPRODUCT EVALUATION REPORTRW SCANNED
BY
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S s' ,17 :t LL OPOSED
I' T6 ,.1 3Y C.ORRECT101
C
R1_
W Building ConsultA.nts, Inc.
Consulting and. Engineering Services for the Building Industry
P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197
ofProressional Engineers Certificate of Authorization No. 9813
- 0r,50r,:�,
Product
Sub Category
Manufacturer
Product Name
Category
Plastpro Inc.
azed Fiberglass Sin &?Door
Exterior
Swinging
520:0 W. Century Blvd.
w7 or�wi out 5ldelite(s)
Doors
Exterior Door
Assemblies
Los Angeles, CA
g
^!Inswirigk/Outswin
g
Phone 440.969.9773
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 1A of the State of Florida Product Approval,, Dept. of Business
& Professional Regulation.
RW Building Consultants and Ly
manufacturing or distributing the
herein.
Limitations;
1. This product has been evaluated and is in cc
including the "High Velocity Hurricane Zone"
2. Product anchors shall be as listed and space
or stucco.
3. When used in the "HVHZ" this product comp
resistant covering.
4. When used in areas outside of the "HVHZ" n
R301.2.1.2 and does not require an impact r
defined in ASTM E 1996 and FBC Sections
5. For 2x stud framing construction, anchoring i
5. Site conditions that deviate from the detail
registered architect.
7. Outswing configurations utilizing the high dai
configurations do not meet the water infiltrati
habitable locations protected by an overhanc
45 degrees.
8. See drawing FL-16094.1 for size and design
Supporting Documents:
F. Schmidt, P.E. do not have nor will acquire financial interest in the company
ict orin any other entity involved in the approval process of the product named
pliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements
IVHZ). See the Certification Agency Certificate for sizes, specifications and ratings.
as shown on details. Anchor embedment to base material shall be beyond wall dressing
with Section 1626 of the Florida Building Code and does not require an impact
luiring wind borne debris protection, this product complies with FBC Sections 1609.1.2 &
;istant covering. This product meets missile level "D" and includes Wind Zone 4 as
�09.1.2.2 & R361.2.1.2.1.
these units shall be the same as that shown for 2x buck masonry construction.
of drawing FL-16094..1 require further engineering analysis by a licensed engineer or
n sill (see Section 5/3), meet water infiltration requirements for "HVHZ". All other
m requirements for the "HVHZ" and must be installed only.in non -habitable areas or at
or canopy such that the angle between the ed9eof canopy or overhang to sill is less than
pressure limitations. FILE Opy PY
1. Test Reyort.No. Test Standardl
CTLA 924W TAS 201, 202, 203-94
ETC 06-255:17412.0 ASTM E84-05
ETC 05-255-1'6776.0 ASTM G26-95, D2843-99, D635-98,
D1929-96(2001), D638-03
2. Drawing No. Preparedby '
No. FL-16094.1 RW Building Consultants,, Inc. (CA #9813)
3. Miami -Dade NOA.No; Materials Testing
16-1117.01 Butacite PVB Interlayer (Kuraray)
4. Calculations Prepared by
Anchoring RW Building Consultants, Inc. (CA #9813)
5. Quality Assurance
Certificate of Participation issued by National Accreditation and
Managementnstitute, certifying that Plastpro Inc. is manufacturing
products within a quality assurance program that complies with
ISOPEC 17020 and de-53.
ST. LUCIE COUNTY BUILDING DIVISION
REVIEWED FOR COMPLIANCE
REVIEWED BY
DATE E / ,�, _ Sheet 1 of 1
PLANS AND PERMIT MUST BE KE ON130B
SITE OR NO INSPEETION(S) WILL BE MADE
Testinq Laboratory
CTLA
ETC Laboratories
ETC Laboratories
J
No 43.4.0.9'
STATE OF
Signed by
Ramesh, Patei, P.E.
Joe Doldan, P.E.
Joe Doldan, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Lyndon F. Schmidt, P.E.
FL PE No. 43409
10/14/2017
CONCEALED FASTENERS OR ATTACHMENTS
ARE
C6NTRACTORORILITY OF HE
RECORD
plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
GLAZED FIBERGLASS SINGLE DOOR
w/ or w/out SIDELITE(S)
Inswing / Outswing
GENERAL NOTES
1. This product anchoring drawing has been developed and is in compliance with the 6th Edition (2017) Florida Building
Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). See the Certification Agency
Certificate for sizes, specifications and rating.
2. Product anchors shall be as listed.and spaced as shown on details. Anchor embedment to base material shaft be
beyond wall dressing or stucco.
3. When used in the "HVHT'this product complies with Section 1626 of the Florida Building Code and does not require an
impact resistant covering.
4. When used in areas outside of the °HVHZ" 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 rrissle level
and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.122 & R3012.1.2.1.
5. For Dc stud construction, anchoring of these units shall be the same as that shown for 2K buck masonry construction.
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer
or registered architect.
7. Outswing configurations utilizing the high dam sill (see Section 5/3), meet water infiltration requirements for "HVHT'. All
other configurations do not meet the water infiltration requirements for the "HVHT and must be installed only in
non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the
edge of canopy or overhang to sill is less than 45 degrees.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
1
Typical elevations, design pressures & general notes
2
Horizontal cross sections
3
Vertical cross sections
4
Buck anchoring & bill of materials
5
Frame anchoring & glazing details
37.5' MAX. OVERALL 75' MAX. OVERALL
FRAME WIDTH FRAME WIDTH
T 1 2
3 3 3
2 �I
T 2
2 2 7
2 X 9 3 X 6 . 0 2
p 2 22 O
2
3 5
3 3 3 3 3 3 3 3
~FRAME WIDTH
3 3
c� z
I 3
1Z -!�
oo
= x
:= w
2
0 2
X 6
2 G
0
x
J�
6 3 5
3 3 3 3 3
2
CONFIGURATION
MAX.
FRAME
DIMENSION
DESIGN PRESSURE (PSi)
POSRIVE
NEGATIVE
x
37.6' x 81.81"
+50.0
-50.0
xO/Ox
75.0" x 81.81"
+50.0
-50.0
OXO
112.5" x 81.81"
+50.0
-50.0
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October 14, 2017
�n o 2 a i PRODUCT: Documents Prepared Sr.'_ • •, `�
Lyndon F. Schmidt
�N I FIBERGLASS IDOOR P.E. No. 43409 ///�OMAI.,���\�
0) '' y p 2 10 14 17 UPDATE i0 6TH ED. (2017) FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
to !� \ 7 6 04 14 CLARIFIED INSTALLATION DETAILS LFS HORIZONTAL J lr� P.O. Box 230. Volrico, FL 33595
U' tV NO DATE BY Phone No.: 513.659.9197
REVISIONS CROSS SECTIONS FBPE C.A. No. 9613
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CLARIFlEO INSTALLATION DETAILS
LFS
NO
DATE
BY
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EMB. (TYP.)
1-1/4'MIN.
EMB. (TYP.)
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�liy � • No. 49408
October 14, 2017A.
I.
1CT: Documents Prepumd By:�/ •,
Lyndon F. Schmidt / F20F11D� ••�d ���`
P.E. 9 No. 4340//��Q••��•••• �\
F78ERGLLASLASTPRS IDOOR
OR ASSEMBLY: /{ BUILDING CONSULTANTS, INC.
VERTICAL J l� P.O. Box 230. Vclrico, FL 33595
CROSS SECTIONS Phone No.: 813.659.9197
FT3PE C.A. No. 9813
0 2O1 2 R.W. Bu1Lo1NA 0ONBl1LTANTB INC.
—�{ 4" (TYP.)
(
(TYP-)) 8" ryP 1
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TYP. HEAD i
MASONRY &JAMBS �
OPENING TYP. HEAD 1
n (TYP-) — & JAMBS I
i
1 2X BUCK i
(TYP,)
1
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BUCKANCHORING BUCKANCHORING
X XO/OX
BILL OF MATERIALS
DEM #
DESCRIMON
MATERIAL•
A
1 X BUCK (SG >= 0.55)
WOOD
B
2X BUCK (SG >= 0.55)
WOOD
C
1 /4" MAX. SHIM SPACE
-
D
1/4" X 2-31M PFH ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
G
1/4" X 3-3/4" PFH ITW CONCRETE SCREW
STEEL
H
3/1ex3-1/4"PFHITW CONCRETE SCREW
STEEL
K
#9 X 3/4" PFH WOOD SCREW
STEEL
L
#8 X 3" PFH WOOD SCREW (1-1 /7' MIN. EMBEDMENT)
STEEL
M
#10 X 2-1 /7' PFH WOOD SCREW
STEEL
1
FINGER JOINTED PINE HEAD & JAMB (SG>= 0.42)
WOOD
JAMBS (TYP.)
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BUCK ANCHORING
Ox0
CONCREfEANCHOR NOTES:
1. substitution of equal concrete anchors from a different suppliermay have different edge
distance and center distance requirements.
2. Concrete anchor locations of the comers may be adjusted to maintain the m1n. edge
distance to mortar joints. Concrete anchorlocatlors noted as MAX. O.C. (TYP.)"must be
adjusted to maintain the min. edge distance to mortar)olnts, oddltlonal concrete anchors
may be required to ensure the MAX. O.C. (IYP.)"dmenslon are not exceeded.
3. Concrete anchor table:
ANCNOR:ANCHDR.
;. ; MtN;..
__Miry, cARANeETo..
_.M)N.:ekEARATCCEaS?::
TYPE. ,:...
SIIE....;
FMBEDMEM.._..jy(A3UNRY.f4.GF._
..
_ADIAC..NT:ANCNOR'..
T"CON®
1/4"
1.11hr
T
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Hy. JK i
BY: LFS
i
WWC NO.: �
FL-16094.1
E 4 or 5
T
MASONRY
OPENING
77
FRAME
L BUCK
G 1XBUCK Eq
TYP. HEAD
& JAMBS
MASONRY
4.5" OP
OPENING PANtl. IIYP.)
I•-- 4S' i
L 2X BUCK M
E G 1XBLICK ttP @ '-
^ ttP. HEAD BACK-TO-BACK
&JAMBS JAMBS
D ttP.
SILL
FRAM
q
BUCK
BUCK
D �•
o
SILL
LJ
a SEE HINGE
o DETAIL (TYP.) FRAMEANCHORING
HINGEJAMB FRAMEANCHORING XO/OX
X
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=
4
6TANUFACNRER; r'i:;<>:.-::::::::..::::::::::•::::::::_:::::::.-:.:::::::::.-
KWIKSEi KNOB:--- SIGNATURESERIES - -
DEADBOLT: SIGNATURE SERIES(980)
CONCRETEANCHOR NOTES:
a 1. Substitution of equal concrete anchors from a dfferent suppriermay have different edge
dsfance and centerdistance requirements.
$ 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge
distance to mortar joints. Concrete anchor locations noted as MAX. O.C. ITYP.)'must be
adjusted to maintain the min. edge d5fonce to mortar)aints, oddtionai concrete anchors
may be required to ensure the MAX. O.C. 11YP.)'dmeraion are not exceeded.
3. Concrete anchor fable:
z
z
a
WOOD SCREW INSTALLA71ON NOTES:
1. Mafntdn a minimum 5/8' edge distance, 1"end distance, & )° o.c. spacing of
wvod,crews to prevent the splitting of wood.
ANCHOR
ANCLIOR
1NIN ,
..IyfIN CLFARgNCETp
._MIN. CLEARANCETQ
TYPE
31ZE
FM[I1IDMENI
MASONRY->:DG;E
tkDJACENI'J(NCHOR .
TAPCON
� ®
TAPCON
3/16°
T-1/4°
s
d ,
MASONRY PANEL (TYP) JAMBS (TYP.)
4S' OPENING
P)
f
v
FRAh
4 BU(
�U
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4.5' (TYP.)
L 2X BUCK
M
E
— G 1XBUCK
TYP. HEAD
BACK-TO-BACK
& JAMBS
JAMBS
:K
—
D �-
SILL
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SEE LATCH &
DEADBOLT
FRAMEANCHORING DETAIL STRIKE JAMB
OXO
GLAZING SILICONE
(DOW 995)
ODL ALUMINUM
-BEDDING SILICONE
UTE FRAME
I -SEAL)
•1"
OVERALL GLASS THK.
1/8" ANNEALED GLASS
4/3"GBITE
0.090" PVB INTERLAYER (KURARAY)
1/8"ANNEALED GLASS
AIR SPACE
INL1/8TEMPERED
GLASS
#8 X l.S' PH SMSALUMINUM
SPACER
BACK -BEDDING SILICONE
(READISEAL)
Gl GLAZINGDEMAIL
v
BACK-TO-BACK JAMB
4" X4" B
HINGE1XBUCK
2X BUCK
HINGE DETAIL
DEADBOLT
STRIKc or A —
LATCH
PLATE
LATCH AND DEADBOLT DETAIL
CK-TO-BACK JAMB
BUCK
BUCK
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LE N.T.S.
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WWC NO.: R
FL-16094.1 0
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