HomeMy WebLinkAboutProduct Approval (3) Florida Building Code Online Page 1 of 1
COPY
SCIS Home tog In User Registration HotTop'i s ( Submit Surcharge Stats&Fads Publications FBC Staff ! BCIS Site Map Unks E Search
Florida
Product Approval
A 1ISER:Public User
Product Approval Menu>Product or Application Search>Application Ust
RECEIVED JUN 2 7 2017
Search Criteria Refine Search
Code Version 2014 FL# 15210.4
Application Type ALL Product Manufacturer Plastpro Inc./Nanya Plastics Corp.
Category Exterior Doors Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-AD lications
FL# Type Manufacturer Validated By Status
FL15210- Revision Plastpro Inc./Nanya Plastics Corp. Ryan J.King, Approved
R5 FL#:FL15210.4 P.E.
Histo Model:d.Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany (813)767-
Series O Fiberglass Door 6555
Description:6'8"Impact"Glazed Fiberglass Single Door-
Inswing/Outswing(X-Configuration)
Category:Exterior Doors
Subcategory:Swinging Exterior Door Assemblies
-Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us::2601 Blair Orme Road Tallahassee FL 32349 Phone:850.487-1824
The State of Florida is an AA/EEO employer.Copyright 20107-gQ13 State of Florida.::Privacy Statement::Amegibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emaits provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public To determine If you are a licensee under
Chapter 455,F.S.,please did[JIp,IO_.
Product Approval Accepts:
9119-9 RR M
Credit Card .
Safe
https://www.floridabuilding.org/pr/pr app lst.asm
a s t r o
Nw;
5200 W. CENTURY BLVD.
,_37,5(r MAX.OVERALL ,� y•., \� F r
LOS ANGELES, CA 90045 FRAME WIDTH
h 11 �zdmo
�rllllll 11
N
Smoot� � Wood Grain / White Wood Grain s N.:
9 e
Rustic /Mahogany N e Nm s o t
Series 0FabergfasDoor a m a a an
4
WSWING/OUTSWING °�
,i�f6mcr z � � �a
GENERAL NOTES Z"
1. This product has been evaluated and is In compliance with the 5th Edition(2014)Florida Building Code O 1% o�
LL (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). In
zg o
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material
a shall be beyond wall dressing or stucco. N
3. When used in the'11VHT'this product complies with Section 1626 of the Florida Building Code and does not a
require an impact resistant covering,
4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product complies with o a °
o Section 1609.1.2 of the 2014 FBC and does not require an Impact resistant covering.This product meets m � �g m
missile level"D"and Includes Wind Zane 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. CO
TO
5. For 2x stud construction,anchoring of these units shall be the some as that shown for 2x buck masonry
construction. o
If
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed o
engineer or registered architect. 0
7. Outswing configurations meet water infiltration requirements for"HVHZ".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 a
< canopy or overhang to sill is less than 45 degrees. 3
TABLE OF CONTENTS 11iAX
SHEETft DESCRIPTION DE$!GN PRESSURE{FSF7,
;`SWING FRA1ViE " ° ¢ a
1 Typical efevatlon,design pressures,&general notes D►MENS!QN PQSlTiVEE NEGATIVE;,
2 Doar onel efnlls
3 Lite ramp details an g ar►ng etaf s 37.50"
4 Horiwntalcrosssection INSWING x +75.0 ^75.Q DATE:02 16112 i
S Vertical cross sections 82.00 ecALE: N.T.S. °
6 &point lock details 37.50" Dwc.BY: JK m
s 7 3-pontlack details OUTSWING X +75.0 -75.0 ctnx.ar: LFS 3
e 8 Buck and frame anchoring 81.13" DRAWING NDe
9 Components FL-15210.4 N
10 Bis of materials See sheets 2&3 for hardware and lite frame design pressure limitations
r 10 N
s Wr 1 o
tl
0.7' GI G2 2.8 ,1111t
TOP RAIL :-$6,:.•• +/� n
EXTERIOR (COMP.) .`Or FF
i.
4c j,
INTERIOR • Y /"I'llI n n 111 111` �Q ro o
CAP(PVC) CAP(PVC) + .� a N d
A HINGE STILE(LVL) LATCH STILE(LVL) '� E x o9 g
i HORIZONTAL CROSS SECTION ;? ', •'• �" H m a a�
•ad LL
zd
q�
C a+
.4'
35J5"DOOR HARDWARETABLE z
WIDTH MR1G t!>~57GFT
MANUI"AdNRER:,,,., .., .:. MOpEt •..:.. .P URP ,:: � r Gj
2 KWIKSET KNOB. SIGNATURE SERIES * GI
V 2 DEADBOLT: SIGNATURE SERIES(980) -75 G2
SCHLAGE KNOB: "F^SERIES(w)
r C a o
c O
DEAD8011: V SERIES(060/62) 75
` PAMEX LEVER FL30 SERIES
INTERIOR EXTERIOR a
�l DEADSOLT: FD7 SERIES 75
b.
E -0 HOPPE MULTIPOINT LOCK: 3•POINT TONGUE ±50
fq
a
W R F MULTIPOINT LOCK: TRILENNIUM"3000'SERIES ±75 0
O2 See sheets 6 and 7 for muAEpoint lack detalls. .` o
SEE HARtn
DWARE FIBERGLASS SKIN
/ TABS (0.125'MIN.THK.) a
FOAM CORE
(POLYURETHANE- "••
f
SEE
ELHARDWARE 1.9 PCF MIN,)TABE
—¢ I
o
Zlu
BOTTOM RAIL :;'h: ' bATF--02116112 1 z
b (COMP.) saAm: N.T.S.
n
JK 0
cwc.Bv:
s POOR PANE!' cm BY: LFS
�40 - --- 2 VERTICAL CROSS SECTION DRAWM NO, a
�. N
s 2 FL-15210.4 0
sxacra DF 0
````�tti� * ► r�r4
24,2T'MAX. �O rim
FRAME WIDTH �����:• '•. "� m
20.50"MAX. 12 3 Stir GLASS BITE �#
D.L,O.WIDTH
13 12 ExT.
1"OVERALL GLASS THK. %V • •' �`� 3°�
n
Lj 1/B"ANNEALED GLASS i.8b" T.Bd" �i�r�''••.,......••• '••`,�•,"� �
O 0.090'SAFLEXOPVB /I 4f,111 m"
INTERLAYER z
< 1/8"ANNEALED GLASS tff
E m
= m 5 AIR SPACE t�
I fir TEMPERED GLASS
n �) ALUMINUM SPACER 3 W.FRAME 4 TNL FRAME
p ' 40 5 12 INT. a a
'� L,a Gl GLAZING DETAIL
�a
6 o a
m ........ ...... ... Z4 opo
4
a lm
O S9
f4;JiL F�fAhl'>itAal ii;3 iii;i;:.4.
P.)--►f MANUCA r�1kFl1 X DESIGN - n,m p
QDL UTE FRAME 1`RESSITRE s s: � � o
ODL ±75 0�
24'MAX. CL ff
FRAME WIDTH
20.75'MAX. 60 �`m
D.L.O.WIDTH
� a
e
g uEXT. cj
1/2°GLASSBITE 1s o
o 1-1/4"OVERALL THK,GLASS In
In
m m 1/8"ANNEALED GLASS 13 13
O 6 0.040'SAfLEXPPVB
INTERLAYER
o (TYP') 1/8"ANNEALEDGLASS TSf"
4 � ��g,, 1A6" ,
to AIRSPACE ryt jb
1/8'TEMPEREDGLASS �: J o 0
i/2"NON-GROOVE SWIGGLE
W1 DELCHEMII80 POLYSULFIDE 17 40 1.5" DAm 02116112 c
1/8"BACKFILL 16 6 5=-' N.T.S. J
� S
s IN EXT FRAME IM FRAME SCREW CAP �' ft. JK
RP)� �� G2 GLAIING DETAIL 15 ]6 l7 au(.By, LFS �
DRAWING No.: R
W
FL-15210.4 w
RSL UTE FRAME N
Sx►tr-aL oe!O
*
° •> P° p"•
E "d "X* Cn
�a < .d Ca
2!4.
p C ' //////1111*inn
D
V
Em
�.} L p � C Itt
1 2 P}] O n a
maa�
4
qzz
•
� 40
EXTERIOR INTERIOR
7 1 2 EXTERIOR INTERIOR o
EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION o LnS
$ Shown w/IX sub-buckx :4. o
1 VERTICAL CROSS SECTION
$ Ouo ap ved"Inswing $ y U,
zz Off"
EXTERIOR INTERIOR E °S
EXTERIOR INTERIOR ma
q 40 41 •a .d4 •a• t
4. d•d•'. d A d • A N
N
30 31 32 33 34 $ VERTICAL CROSS SECTION 40 6 0
$ Ln
Shown w/ADA threshold $ 36 ,
37 F
36
•4 KS O
q ° °.° ° '4. •.d. .d O O
.•' d OASE:02 18112 Y
$ scAm N.T.S.
3 VERTICAL CROSS SECTION Mr.ay., JK m
$ Outswing confirguratlon 4 VERTICAL CROSS SECTION
$ Inswing configuration cNK,sr: LFS 3
DRAWMO NO.: C
FL-15210.4 a
SHEEr 5 Or !0
R10entAM&;tpm Um PERMANMFlonda ProductAppraiaMKASW Mtiff Pbeigtam-Impad Opaque and Glazeo\C-DrawkgM-lSnD(2014)\FL-lS210-1-64wg,&4
Z
OVERALL HEIGHT
HANDLE HEIGHT
m
-0 meal& ts is 19 m
0
afm
vxT
FOoe
E
4.0
UT 0.11' 14
Q
8.W
C= 0 C=
sz
C CC0 0 0 0
cro
43.09"
% ........
%
11)o
to Er
LyndNa. Schrrildt e
P_F N
PLAS7PRO INC. 4.3409
FIBERGLASS D00
PART OR ASS BUILDING CONSULTANTS, WC,
UPDATE TO 57H ED. JK P.O. Box 230,vairtoo. FL 33595
3—POINT LOCK DETAILS Phone Na: 813.W9.9197
I W04_RATE
REVISIONS BY FSPE C.A. No, 9813
FLAamt%VL'sVm.IACPERMANE MondaPmductAppmvaistfl-15210HVHZFbetgtm-tmpactOpa4ueandGLvx4AC-Drawbrgs\FL-I5210{2014AFL-Mial-fidn7A
s�
IL
w m
Q3
if
u O
N
N
x �
n
S c
0
w
� v
�i
v
D
P
74.23' 23.0" 160
,`Alts"rrtlll01
No.43409
PRODUCT: Dot manta Prapamd Ebr
F PLASTPRO Lyndon F.Seltmtdt '�i� Rq�pw ,Qti
j N RBERGIASS DOOR P.E. No. 43409
1 - PART OR ASSEMBLY* ,rr BUILOINO CONSULTANTS. INC.
{ p 74\ 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK �/,/ P.O. Bou 230. Voldco. FL 33555
(o p N NO DA BY 3—POINT LOCK DETAILS rry Phone No.: 813.059.8187
EVISIONS I FBPr C.A. No. 8813
212 R-w_BU2D�NU COeaBU T NY8 tNL.
' � Ba
ITYN
M
•e• P••.. ,`fjf�filll�*. ............
4� SEE HINGE L 2X BUCK b gig
a D &AMB D a DETAIL(iYP.) G 1X BUCK 4i =m m
5 7 ~- .._ ON TYP.HEAP
MASONRY OPENING RYT &JAMBS " a`o z
OPENING
�Q
FRAME z
o
�U zo cxi
2X BUCK ... .� p
2X BUCK.
� m
u � h
p o
SIU. m
i ONLY a a
q as �rfl
BUCKANCHORING SMKEJAMS FRAMEANCHORINS HINGEJAMS '�' g
Masonry construction Ln
Ix
CONCRMA CHORNOT, '
I.Concrefe anchorR=fforu of the comers may be adjusted to malnfafn the mtn. a
edge cifstance to mortorpft 1 X BUCK � d
$ Z.ConaefeonchortacaHonsnoted os AiAX.ONCFNlER"must beadjustedto A
z
t; mdntoln the min.edge distance to mortar(olnt%addfionai concrete anchor: 2X BUCK { B
R may be required to enwre the MAX ON Cemrdtmemion are not exceeded. 20 H 1 X BUCK IX BUCK H 9 a,
,f 3 Concrete anchor table
ANG 4R pNGHOR Mlr�,•:• MtH CRE 4RANG£ J. CEEAR WCA 58 2X BUCK 2X BUCK L n
rprNAstNRp �oAaracEtyr;: 2X BUCK 58 11
:.: TYPL� �5I7� EMBEGG+YENf ED&t„,„ antttda,r<% j z n°
Irw g 114 1.1t4 z 1X BUC;VH
2X BUCK » oA7e 02116 12 c
TAPCON scAm- N.T.S.
ELCO a U1.TRACON° 1!4' 1-tl4 i" ¢' iXBUCK nwc.Rr JK m
UW ® 311V 1-114 r 1.117 HtNGEDEMIL CM�: LFS 3
APCQN DRAWN0 NW R
I,WOOD SCREW fNsiALunON NOTES: LATCH 8 DFADBOLT DETAIL InsvArg HINGE DETAIL FL-15210.4 N
'S Matntcrn o minimum 5/8"edge dlsfance,)'and distance,8 I"o.c.spading of pulsmng
wood screws to prevent the splUtingofwood sxffr 8 of 10
a
4.56" d.6" In
4.56"� rcf
Zt *
EllPI
_n rW $mro
2.13"—H /Jrr�j+tr•Is�`11111 $ ?'i
5 Rx "zd
(R OUlS*ING THRESHOLD OUISWING M "HOID POLY FIBER JAMB Em Ow
m `,'�, Df
D!P IWSRI Cala .Hlgtt Dam(581) � Ptastpra � �� �p 2 a
m aaE
4.56"--•-I ^ a x
4.69
47 `J�
o
LD UTSWNG ESHOOUISWING THRESHOLD WOOH JAM® E
32 DOIP MOlS11) �_THR3l M.bl.)575) `_ a
n
5.0 2.Off
o
0152, � N
N N
s q=IIIC,M SHOID INSWING THRESHOLLI (,l WEAtHERSTRIP $ DOOR 80TTOM SWEFP o
\'jE `�
M Endura(ISerlesj Columb!. n
Ir� �
d
s
5.62S' 4.56° Iq
`� ante
02116112 1
I SantE: N.T.S. 9
OS
lNSWINGTHRESHOID INSWING THRESHOLD
ADA THRESHOLD .as JK m
a� 3b 87 29 o1P CNK.an LFS 3
Endura¢-Serles) D� �) MVANO NO.:
FL-15210.4 N
ro
sKF:� 9 OF 10 D
t�
"A
Bill OF MATERIALS
MAIRRIAL
Imm vEscwwN
-to,.
I I I- .
A ]X BUCK SIG>=0.55 WOOD * Ak
B 2X BUCK SG>=0.55 WOOD
C 114'MAX.SHIM SPACE . ..........
>
D T/Tx 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
MASONRY-3 000 PSI MIN,CONCRETE CONFORMING TO ACI `,CONCRETE :9 a xzs
3010R HOLLOW BLOCK CONFORMING TO ASTM C90 E ow
G 1/4'X3-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL
al a for 102
H 3116'x 3-1/4'PFH ITW CONCRETE SCREW STEEL tz
I IXX 1-314"PFH ELCO OR ITW CONCRETE SCREW STEEL 'o
L #8 X 2-1/Z'PFH WOOD SCREW STEEL
M #8 X 1-1/Z'PFH WOOD SCREW STEEL Q
I POLY FIBER JAMS COMP,/VINYL
2 FINGER JOINTED PINE FRAME WOOD
3 EXT.FRAME[ODL) ALUM,
4 INT.FRAME(ODL) ALUM.
5 V-19 X 1-3/4"PPH SELF-DRILLING SMS STEEL Q
6 #10 X 1-3/4'PPH WOOD SCREW STEEL g 5�:' §
7 WEATHERSTRIP FOAM al '.
M c'
u 8 DOOR BOTTOM SWEEP VINYL
9 4'X 4'BUTT HINGE STEEL IZ
0 11 #9 X 3/4"PFH WOOD SCREW STEEL o)
12 NON STRUCTURAL SEALANT SILICONE
13 STRUCTURAL SIUCINE(DOW 7951 SILICONE
15 EXT.FRAME(BY ROYAL MOULDINGS) PVC
ts 16 INT.FRAME (BY ROYAL MOULDINGS) PVC
17 SCREW CAP (BY OYALMOULDINGS) PVC
22
— S POINT"TON UU_e�MULTI-POINT LOCKSET(Mfg.BY HOPPE) STEEL
23 MULTI-POINT STRIKE PLATE f_TpNGUE SYSTEM) STEEL
25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL
z
27 LATCH STRIKE PLATE STEEL 9
28 DEADBOLT STRIKE PLATE(SECURITY) STEEL D
ilu
29 ADA THRESHOLD ALUM
30 OUTSWING THRESHOLD ALUM/WOOD
31 OUTSWING THRESHOLD ALUM/WOOD
32 OUTSWING THRESHOLD ALUM/WOOD
33 1 OUTSWING THRESHOLD ALUM/COMP
34 OUTSWING THRESHOLD ALUM/WOOD
36 INSWING THRESHOLD ALUM/COMP
37 INSWING THRESHOLD ALUMIWOOD
38 INSWING THRESHOLD ALUM/COMP
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS DATE:02,116112 13
55 #10 X 1-1/2'PfH SCREW STEEL smn N.T.S. a
57 BACKING PLATE STEEL owo.BY. JK i
58 #8 X Z'PFH WS STEEL CHIC.BY.- LFS
60 MUL11-POINT STRIKE PLATE STEEL DRAWING NO.:
—62 LOCK ASSEMBLY STEEL FL—15210.4
• 1SHEEP 10 OF 10 j