HomeMy WebLinkAboutProduct Approval (2) •9t vv ,
FILE COPY
stpro
5200 W. CENTURY BLVD. 37 D111
LOS ANGELES CA 90045 I 5 •. 'o m
RECEIVED 1�111ilr turi °r)10 z
r. � E� 9� 00
MAR 2 9 2021 �� d 4
/ � aoo. �� m i.a)n
ONELITE SERIES Permitting D�aartment z z /�� s € .0 .
St. Lucie County
FLUSH GLAZED FIBERGLASS DOOR a
INSWING/OUTSWING n 2Z
r7MPAcr W zo z
55a O �W
O�n
X ¢0
W GENERAL NM ,` �aQ77 f`m -id
am JW
1. This product has been evaluated and is in compliance with the 6th Edi o tion(2017) o M z
Florida Building Code(FBC)structural requirements excluding the"High Velocity ;l w
Hurricane Zone"(HVHZ}. b or
2. Product anchors shall be as fisted and spaced as shown on details.Anchor a m
o embedment to base material shall be beyond wall dressing or stucco.
V U
3. When used in areas requiring wind bome debris protection this product complies
with FBC Sections 1609.12&R301.2,12 and does not require an impact resistant a
5 covering.This product meets missile level"D"and includes Wind Zone 4 as o o
defined in ASTM El996 and FBC Sections 1609.1.2.2&R301.21.2.1.
� N
4. For 2x stud framing construction,anchoring of these units shall be the same as Ej
r, that shown for 2X buck masonry corutruction.
rr
5. Site conditions that deviate from the details of this drawing require further a
�
aaW engineering analysis by a licensed engineer or registered architect. >>� 6z
o
TABLE OF CONTENTS
SHEET tt I DESCRIPTION t
1 Typical elevation,design pressures.&general notes OVERALL OVERALL GLfISS L7FSIGIJ PRESSflRt3(P3b7 a o n
2 Door paneldetolts SWING FRATPtE T]Ltl TYPE n N Z u
" f51MN31QN 1)1MENS)ptj( PijS(TIVE NEGAFlVE DATE 02 15
3 Hor¢ontalcrossseciions _- ..�...,.- ... ... _-.. /72
�: N.T.S.4 Vertical cross secfrons INSWING 37.50"x 82.00" 26.25"x 65.93" +50.0 -50.0 s
5 Buck and frame anchoring-2Xbuck.masonryconstruction GT m,By.- JK m
0 6 Frame anchoring-IX buck masonry construction CM�; LFS 3
s 7 BTU of materials.gla�ng dell&components OUTSWING 37.50"x 80.50" 26.25"x 6533" +50.0 -50,0 DPAWNG NO;
s FL-15215.11 0
stir 1 OF 7 �'
G
d
1L10Ien1s\Plastpro,Inc PEPA•tANENI\A-Florida Product App•wals\FL-15215 Full Ute DvoAC-Drawings\FL•15215 6TH ED.(2017)\FL-1521S n-.20.dwg,2.1
79.25'MAX.DOOR PANEL HEIGHT
55.93'MAX.D.L.O.HEIGHT
Ole
T
ca
`� CC`
3.
V
4
717
go � �� :.}
IT
a
M
o � �
g H
� z w
r
a
a.
V
M
h--1.75'
N N
W
N A a IAV
•b O A
i• P 9
Ma
SC
N
z p
\V1luurrrr/
r• N0.43409
Ocfob9r 14 2D17
t� r PRODUCT: Dxw nts Prepared Hy-.� Z
I7 PIASTPRO INC. Lyndon F. Sohmtdk ��, �ORt9�'• ���
1N I N FIBERGLASS DOOR P.E No. 43409 /7/•�� \�`
J y P Z 3 7 9 17 UPDATE 7'D 61'H ED. 2017 FBC JK m /ll�A�11\\\
o .y 2 4 22 15 UPOA7E 70 STH ED, 2014 FBC JK 'PART OR ASSEMBLY: J V BUILDING CONSULTANTS, INC.
in y 1 2 27 13 RE4fSED GLAZING DETAIL RW DOOR PANEL DEfAI!-S Yt/ P.O. 8 x 230, Yalrtao, FL 33593
N NO DATE B Phone No.: 813.a59.9197
REVISIONS FBPE C.A. No. 9813
6>aDTa a.w.autt.awo GarreurrwNre rr+a.
R1C11ents\Plastpro,Inc PERMANWAA HOMa Product Apprwals\FL-15215 Full Ute Door\C-DrawingssllFL-15215 6fH ED.(2017)\FL-15215.11-20dw96 3.1 ,
S A -
1
Z
t7f a p. • •A. •�•
fa
3 �
o x t7 m
e-
aoO N
a�n v `�
y g cl
A'O v O
r
n
Z
0 w� m
• Q -
aw �
v
4
ww w
O O
ww
A i g
M o ,o
�> �4
N
y r n
to O .0 1 Z x a z
-77
/^� a•.
V o.
�O
T
m v
Z
. .s lltll111//j//
saf
� No.434t)s
October 188,201 * •
75.
. .(•
g g PRODUCT: PIA57FR0 INC. Lyndon den F.sehmfet�'-4, ' ; ������
IC' I N J 7725717 UPDATE 70 6TH E0. 2017 F8C �JK FIBERGLASS DOOR P.E No. 43409 '/I/ ;ply.... �
N ? m
2 22 15 UPD.ATE TO 5TH ED. 2014 Ft?C JK PART OR ASSEMBLY: V/{ I3UILDINO CONSULTANTS, INC.
I� Cn in 1 2 27 13 REVISED GLAZING DETAIL RW d l• P-O. eox 230,Volrico, FL 33895
IV O DATE By HORIZONTAL CROSS SECTIONS Phone No.: 813.659.9197
REVISIONS FBPE CA No. 9813
�2073 A.W.6u1LO1No GONeuLTAMTa ING.
R.'\Cllenls\Plastp%Inc PERMANENT\A-Flo6da Product Approvals\FL-15215 Full Ute DooAC-Dmv4ngs\FL-1521S 6TH ED.(2017)\FL-1521511-10.da%41 ,
m
•• m �
c m c 0
70
O
d
o
cTr
en
ca
0 °o p 70
70 V
z
>P .
•4
4
v C'SINK
s•^ P. .e
1-1/4"MIN.
EMS.(TYP,)
m
m O
>
a zi A
AA ,gip ..
v .• . m vp
. m
g�
H ° v v
PU
^' 1-1/4"MINr
EMS,(TYP,)
G
•� No.4340E
October 18,2017 ��•y�
Q PRODUCT: Dowmente Pr+ponW eri .
s'1 PLASTPRO INC. Lyndon F. Schmidt 'i�• '•SOP.••• \���
IA l N FIBERGLASS DOOR P.E No. 43409
z 3 7 25 17 UPDATE TO g E0. 2017 F80 JK
2 Z2 iS UPDATE 70 STH ED. 20f4 F8C JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
1n\ 1 Iv VERTICAL CROSS SECTIONS 2 27 IJ REVISED GLAZING DETAIL RW P.O. Box 230, VolAco, FL 33595
ro ND DATE B phone No.: 813.539.0197
REVISIONS- FBPE C.A, No. Ba13
0 20 s 2 R.W.BuMDINO OGNBULTA WM sin.
z fc',.`O`
D ���'���►I Itttt �TYP.HEADY Z rmr11"o
a N•:Z
&JAMBS zo TYP.HEAD& \ 9 z$z
MASONRY ' MASONRY JAMBS \\` N g 4 o t a
OPENING _ OPENING \vV`f m d a
2 a C Z
`m d
9FF
5 L? Gt ci 8 3d
� ^O °�O x
b az
� FRAME
j ZD U�
o �z
2X BUCK orn o
F b Pzn m w>
2X BUCK vv�� m
W
0
CZ
o >j
a a ro°'
a °• ns J
7 N N{Q-
LU
41 �
BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB o
Masonry 2X buck construction i M
CONCREJEANCHOR NOTES: 0
1.Concrete anchor locations at the comers may be adjusted to maintain the min. o o c�
a edge distance to mortarJoinis. o N
2Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to
maintain the min.edge distance to mortarloints,additional concrete anchors 28 9
8 may be required to ensure the MAX.ON CENTER"dimension are not exceeded. K
3.Concrete anchor table:
5 .:a:;..:::;;•.......::::.-,..::.;:::.;...........-•:::::•::,..• .. :IN:Gt 41tA;tV :tY11N fi! 1RA:N l i t®ram yox :A ig- QR . JNJNi 70`i......RY. T0.A WACPI S� hl9 bh1EM '. ::. n
. • EUGE.. A7VCF10R.. '
--:::•:::. ❑ M K wrr_02 15 12 i
TA CPCP ON® 1/4' 1-1/4" 2" 4" 71 11 sme N.T.S.
i 1 DWG.Br JK m'
ULTRAC'LCOON® 1/4" 1" 4" 27 CHL By.-
WOOD SCREW INSTALLATION NOTES: DROM ND' e
— I.Maintain a minimum 5/8"edge distance,I-end distance,&1"o.c.spacing of LATCH&DEADBOLT DETAIL HINGE DETAIL Fi,_15215.11 ^�
0
wood screws to prevent the spiBting of wood. sw>:r 5 or 7 `°
— — 8
C-i
K
4,7
�N d ram= r'`W
z O m O
J v trill ltfl\ v z
TYP.HEAD& t, E a z -IN
MASONRY JAMBS $ E.g 9 o a a
OPENING —� v m d a
22
Fq0 o a
ry 1Ci
FRAME
M.
rn H 9 Uo x=
O
U
I BUCK Bi 11 W zU
11 o w
fl 71
gr
a a
a HINGE DETAIL z
Q� b
N N -Z
STRIKEJAMS FRAMEANCHORING HINGEJAMB ° o
Pu�U N
Mosorvy 1X buck construction Z8 i5
CONCRETE ANCHOR NOTES.
1.Concrete anchor locations at the comers may be adjusted to maintain the min. o
a4 edge distance to mortarjoinis.
W
2 Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to
maintain The min.edge distance to mortar joints additional concrete anchors
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. G n m
s 3. Concrete anchor table:
/F)IILtIQJ+! li1J:CHo%t z TYt'� Sl�� :.• 1NTi�OV;M�E.ASGXO:ER�.:R�.Y.G� A�IOA�N151GYF;H{Ot;(t..R4N•�.
ozzN`MH n
:.} N
n
1TW ® 1/4" 1•T/4" 2" 4' "Am 02 15 12 n
TAPCON LATCH&DEADBOLT DETAIL sr,c• N,T$
ITW wro.er: JK m'
o TAPCON® 3/T6" 1-T/4" 3° 1•)/2" cvx er LFS 3
WOOD SCREW INSTALLATION NOTES: CMW NG NO.:
1.Maintain a minimum 5/8°edge distance,1"end distance,&1"o.c.spacin of N
9 FL— n
wood screws to prevent the splitting of wood. srr 6 or 7 "f — e
BILL Of MATERIALS * o
REM DESCRIPTION MATERIAL I �—4S6"--�j r ,�j�Z
- Izf
n
ri
� =o: W
A 1X BUCK SG 0.55 wooD
B 2X BUCK SG>=0.55 WOOD $ /�O�91, a o
i��• •Gj� 2cmim
C I/4°MAX.SHIM SPACE _
D 1/4"X 23/4"PFH ELCO OR I1W CONCRETE SCREW STEEL ' ,���•ry �g`` o n z
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 244" 1r*11�1 N m o
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 O x
G 3/16°X 3 1/4"PFH ffW CONCRETE SCREW S o o d
STEEL amb b SIDE ^'ra E o 9 m o
H 3/16"x 3-1/4"PFH IiW CONCRETE SCREW STEEL o
20 �u
J 1/4"X 3.3/4"PFH ITW CONCRETE SCREW STEEL m"�' m a a
K #9 X 2-1/2"PFH WOOD SCREW SQL o z
L #10 X 2-1/2"PFH WOOD SCREW 1.15"MIN.EMBEDMENT] STEEL 5.63"----------- o
M #9 X 2-1/4"PFH WOOD SCREW STEEL 4W
7 Q-LON 650 WEATHER STRIP SCHLEGEL FOAM
Py 9 4"X 4"BUTT HINGE STD ty z v>
a 10 NOT USED16 j ~
11 #9 X 3/4" zoo
PFH WOOD SCREW STEEL t "z'
" 17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL v'a
cEn
18 KWIKSET DEADBOLT-SIGNATURE SERIES 780 STEEL o
33 ADJUSiABIFINSWINGIHRESNOID � AQIUSTABIEINSWINGTHRESHOID � ��
20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD 3 al
W 21 POLYFIBER JAMB COMP./VINYL w
am � oa
= r3O
LATCH STRIKE PLATE STEEL
DEADBOLT STRIKE PLATE STEEL ' o
WEATHER-STOP 3647 HOLM INDUSTRIESVINYL 4 � aOUTSWING BUMP THRESHOLD ALUM./WOOD INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOODnrc m
0INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOODc ..GLAZINGSPACER ALUM.
39 GLAZING BEAD PVC 7-
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
FIBERGLASS OUTSWING BUMP iHRESHOID READA SIDE ar
41 DOOR SKIN MIN.0.075"THICK 31 21 Polyf�erlamb Z
42 TOP RAIL CELLULAR PVC z u
43 LATCH&HINGE STILE CELLULAR PVC y z On
44 LOCK REINFORCEMENT WOOD 39 o
45 BOTTOM RAIL CELLULAR PVC 1"NOK c
46 POLYURETHANE FOAM POLYURETHANE .S'GLASS J ` GLASS THK.
47 CONTINUOUS LATCH&HINGE STILE REINFORCEMENT WOOD BRE Ix
49 GLAZING COMPOUND DOW 995 1/B"TEMPERED
SILICONE " `
$ P GLASS �i--AIR SPACE NANNEALED GLASS�0.090"KURARAY BUTACITE PVB
we 02 15 12 i
49 38 VW ANNEALED GLASS scq& N.T.S. 5
fE owc.BY.. JK m
9
Gl G[AziNG LFS
DETAIL DRMYWG Na: n
s FL-15215.11 0
sNErr 7 ov 7 A
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the.Building Industry
CP.O.BbR 230 Valrico,'FL 33595 Phone 813.659;9197
Florida Board ofPtoressional''En'6+inders Certrficale of.Authorizalion No.9813
Product'Category Sub Category Manufacturer Product Name
Plastpro Inc. Onelite Series
Exterior Swinging
Exterior Door 520.0 W.Century Blvd. Flush Glazed*Fiberglass Door
Doors Assemblies Los Angeles,CA Inswing/Outswing
"Impact"
Scope: Product Evaluation report issued by R W Buildih&Consultants,.Inc.&Lyndon F.Schmidt, P.E. (System ID#1.998)for
Plastpro Inc.,based on Rule Chapter No.61 G20 3,Method I 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 6th Edition(2017)Florida Building Code(FBC)structural requirements
excluding the"High Velocity Hurricane Zone"(HVHZ),
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 coveting.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
6. See drawing FL-15215.11 for'size.and destgn-pressure.limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
CTLA 924 W TAS 201.202,203-94 Certified Testing Lab. Ramesh Patel,P;E
TEL 01030175 AAMA1WDMA/CSA1011i.S.21A440-05 Testing Evaluation Lab.,lnc Lyndon F.Schmidt,P.E.
TEL 2004-07-13-016 ASTM E330-02.and E1886/199.6-02 Testing Evaluation Lab.,Inc Wendell W.Haney,P.E.
TEL 01030175-IC ASTM E1886/1996-05 Testing Evaluation Lab.jhc Lyndon F.Schmidt,P.E.
2. Miami-Dade NOA. Materials Testinq
16-1117.01 Trosifol PVB(Kuraray):
3. Drawing No. Prepared by Signed&Sealed by
No. FL-1'6215.11 RW Building Consultants., Inc.(CA#9813) Lyndon F.Schmidt,P.E.
4. Calculations .Prepared by Signed&Sealed'by
g g ) u ,'`=M;�r�: Lyndon F.Schmidt,P.E.
Anchoring RW building Constiltanfs,.inc.(CA#9813 � ' e•.:-•,_"�,
Buck Anchoring RW Building.Consultants, Inc.(CA#9813)wT° -'' =! �' '•e, `�� Lyndon F.Schmidt,P.E.
5. Quality Assurance - P
• i<C
Certificate of Participation issued by National Accreditation and - -
Management Institute,certifying that Plastpro Inc.is manufacturing �
products within a quality assurance program that complies with t�'` - C
ISO/IEC 17020 and Guide 53: e;
Lyndon F.Schmidt,P.E.
FL P.E No.43409
' 10/19/2017
" Sheet 1 of t