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? �l FL# FL17347_-Rl..
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived ❑
Product Manufacturer Plastpro Inc../Nanya Plastics Corp._,
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES,CA 90045
(440)969-9773 Ext 16
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.com
i
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045
(440)969-9773 Ext 18
scottjohnson@plastproinc.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior-Door-Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan 1.King,P.E.
O Validation Checklist-Hardcopy Received
Certificate of Independence FL17347 R1 COI Certificate Of Indei)endence.pdf
Referenced Standard and Year.(of Standard) Standard Year
101/I.S.2/NAFS 2002
AAMA/WDMA/CSA101/I.S.2/A440 2008
ASTM E330 2002
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code I
76.25 MAX.OVERALL FRAME WIDTH ��� *
plastpro
r OVERALL 375'MAX -.I 3725 MNC -��Q�''I �'�!���I FRAME WIDTH FRAME WIDTH I FRAME W DTH �'• o t-v�
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5200 W. CENTURY BLVD. u% .Z ��;;��s
LOS ANGELES CA 90045 m m
r7/I fill 1` �� o n W i
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GLAZED FIBERGLASS DOORS - I s U) 9 m OIL
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SINGLES �`% �6
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w/ or w/o SiDELiTES Ll
INSWING/OUTSWING --��--t s S2C"
rriMPACT'r, 115 MAx.OVERALL FRAME WIDTH o c
37.25 MAX 37.5'MAX. oo i
GENERAL NOTES FRAME WIDTH-1rFRAME WIDTH'I J
h 1. This product has been evaluated and is in compliance with the 5th Edition(2014) m W
_ Florida Building Code(FBC)structural requirements excluding the"High Velocity ¢ o
Hurricane Zone"(HVHZ). 9 m o
2. Product anchors shall be as listed and spaced as shown on details.Anchor W o a � n
embedment to base material shall be beyond wall dressing or stucco. O X o O }
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3. When used in areas requiring wind bome debris protection this product complies o
with Section 1609.1.2 of the FBC and does not require an impact resistant o 0
covering.This product meets missile level"D"and excludes Wind Zone 4 as
defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. En
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4. For 2x stud framing construction,anchoring of these units shall be the same as N z
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that shown for 2x buck masonry construction. t.s -I I-- -I(`t.s V)
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5. Site conditions that deviate from the details of this drawing require further
_ ¢ engineering analysis by a licensed engineer or registered architect. MAX DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF)
CONFIGURATION FRAME JAMS INSWING ..OUTSWING i
TABLE OF CONTENTS REINFORCEMENT
SHEETR DESCRIPTION DIMENSION POSfiIVE NEGATIVE POSITIVE NEGATIVE12
1 Typical elevations,design pressures&general notes
" N/A +50.0 -50.0 +50.0 -50.0 a <
X 37 Sx 82 0
2 Door&Sideli panel details 74.75"x 82.0" N/A +35.0 -40.0 +35.0 -35.0 '�o i
3 to frame glaring detals o a
oX/XO 75.5"x 82.0" 1 X +40.0 -45.0 +40.0 -40.0 z a
5 �ertical cross sections evations
76.25"x 82.0" 2x +50.0 -50.0 +50.0 -50.0 DAB 1 o e 14 i
6 Horizontal cross sections 112.rY'x 82.0" N/A +35.0 -40.0 +35.0 -35.0 WALL, N.T.S. 9
7 Buck anch ng OXO 113.5'x 82.0" 1 X +40.0 -45.0 +40.0 -40.0 On.CHIC
BY.
JK m
a 8 Frame anchoring&hardware details LF'S 3
9 1 Bill of materials and components 115.0"x 820' 2X +50.0 -50.0 +50.0 -50.0 DRWND NO--
FL-17347.5 °
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0.4" 0.7° EXTERIOR 2.8" Q AN
41
CAP(PVC) Y' >OmHINGE STILE(LVL) 124
INTERIOR LATCH STILE(LVL) CAP(PVC) ;.`: ; ,/////Il1 I N°i
G1 G2 TOP RAIL ^�4 = z m=d
(COMP.) `��.Ca•;i g c 9 m
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1 HORIZONTAL CROSS SECTION ,• �;
2 6.' po z
$ Jzd
35.75"MAX.PANEL 'v
WIDTH � .�. •'+�
J .
1 G1 G2 am �a
EXTERIOR INTERIOR o
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u ,DO,ORLOCKHARDWARETABII?;_€
FOAM CORE a
SEE DOOR LOCK d1ANUFACNRER " MODEL (POLYURETHANE- •'•°
HARDWARE TABLE KHBKSET KNOB: SERIES(400) 1.9 PCF MIN.)
- DEADBOIT: SERIES(660) a•,• '
HANDLESEP•F•SERIES(F60) FIBERGLASS SKIN ,'�
SCHLAGE _
DEADBOLT: "F"SERIES(F60) (0.075'MIN.THK.) T: 4
2 SCHLAGE KNOB: 7SERIES(F10) .41.
2 DEADBOLT: "B"SERIES(960/62) oz
-
g %P�LAS7'IPPRO
R DOOR PANEL YALE KNOB: CIRRUS 100 C BOTTOM RAIL r o
DEADBOLT. 820SINGLECYUNDER (COMP.) . ' Z °
SIDELRE PANEL DEXTER BY KNOB: J54 DAM 10 8 14 n
SCHLAGE DEADBOLT: JD60 wALF-- N.T.S.
Dwo,er: JK m'
cHK ar. LFS 3
2 VERTICAL CROSS SECTION DRKWM NO- ;
2 FL-17347.5 0
MiM7 2 OF 9
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FRAME WIDTH 23.50"MAX.LIGHT _ `.��Q'�.•' ' /� In
20.5'MAX. RAME WIDTH
20.50 MAX.MAX
D.L.O.WIDTH D.L.O.WIDTH I ^y � * �(��?�m
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Aluminum PVC
DOW 995 .—pl
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STRUCTURAL 1/7'GLASS BITE 8 N
HOT BUTYL SILICONE
FW GLASS BITE SEALANT 1-1/4"OVERALL GLASS THK.
1"OVERALL GLASS THK. (ADCO)
EXTERIOR �i;'ir•.': 1/8"ANNEALED GLASS
1/8°ANNEALED GLASS r. ,
0.090"SAFLE)PPVB INTERLAYER eS. 0.090 SAFLD(®PVB NTERLAYER g
I/8"ANNEALEDGLASS =
1/8"ANNEALED GLASS AIR SPACEPACE — _ o
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1/"AIR TEMPEREDGLASS INTERIOR1/B"TEMPERED GLASSTERCEPT SPACER SCREW CAP 1/7NON-GROOVESWIGGLE scuE BAh: 10 N.T.S.14 0
#7-19 X 1-3/4°PPH w/DELCHEM#80 POLYSULFIDEm
SELF-DRIWNGSMS #10X1-3/4"PPHSMS 3B 1/LI'BACKFILL BWO•� JK
cm Br. LFS ;
DFAWPIe NO-
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Gl CDL Ute Frame G2 RSL Ufe Frame FL-17347.5 a
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No.43409 '
PRODUCT: Do—nento Prepared
PLASTPRO Lyndon F. sehmfdt
r�1 m ��•••' •C!
o FTBERCLASS DOOR P.E. No. 43409
W Z m �7"I T filll%%
PARE OR ASSEMBLY: R BUILDING CONSULTANTS, INC.
V 7 14 15 UPDATE i0 5TH ED. 2014 FBC JK P.O. Box 230. VOINeo, FL 33595
en A NO (DATE BY ELEVA17ONS Phone No.: 813.659.9197
REVISIONS FBPE CA No. 9813
®201 4 R.W.BUILDING CoNsuLT^ws Imo.
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10
D E D E D E �.�� 'J''•
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1 o tj INTERIOR EXTERIOR 1 o U 40
INTERIOR EXTERIOR INTERIOR EXTERIOR 6 C
24 8 c�iz
1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION j �m U
nsw ng s own OulsHnn s milar $ n n9 s own u swing similar $ nswIrc s own u sw ng s m ar
5 2X Buck Conshuction g 1 X Buck Construciion 2X Buck Construction
NOTE: o
1.Spacing for item J®head&sill:&'from each end, °
1 @ centerline,2 additional at 3•&4.5'from end •p a
adjacent to door.
8 VERTICAL CROSS SECTION
$ ADA 5111
INTERIOR EXTERIOR
INTERIOR EXTERIOR
INTERIOR EXTERIOR
INTERIOR EXTERIOR o
a0 50 z
8 0
6 25 22 40 SEE NOTE 1 5o V'
SEE NOTE 1
20 26 21 27
25 23 o
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DATE: 1018114 E
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CHIC.tn: LFS ;
4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION b VERTICAL CROSS SECTION 7 VERTICAL CROSS SECTION DRAWING NO- v
$ Inswing sill $ Outswing sill inswing sfil K,$ Inswing sW FL-17347.5
0
n sH+EEr 5 C>F 9 q
c'
E C F CSINK 0.15 C E E C 0.15^ ````�\\ —
C'SINK rC'SINK ``�4,0.•' .Owi-
P p �N ? i
40 EXTERIOR ° 0.0)
40 EXTERIOR ,rrrtt I�, c e z d
G 0.15" C �� `W 9moa
p C'SINK \(� ��
9 INTERIOR 3 a
IH 9 INTERIOR
J 9 11 40 12 9 11 7
EXTERIOR
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION oo �y
6 In ng s own ou ng similar 6 I ng s own(OutsMg s Var 6 bowing shown OutsMng s mflar x z
2X Buck Conshu-fion 2X Buck Construction 1 1X Buck Conshuction J w
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0.15' C E
C'SI�NK m o
M INTERIOR o
P al a
SEE NOTE 1 50 T 40 12 C' '
J „ 9 4 HORIZONTAL CROSS SECTION
s EXTERIOR p EXTERIOR 6 Inswinggs own Outrnngs lar
1X Buck Ccnshucflon
0 1 5 1 1 5 1 N N
;..t z
J 8 N
INTERIOR °'•• J SEE NOTE 1 J 935
11 INTERIOR z
40
k
50 50 T 6 HORIZONTAL CROSS SECTION 7 50 :
5 HORIZONTAL CROSS SECTION 9 6 nsw ng s own(outsvnng similar► EXTERIOR
Back to Back Jambs
6 I ng own Outswingsimilar
2X Buck Conshuction o m
g: I are: T O 8 14 ?
J SME N.T.S. 9
INTERIOR b
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NOTE: SEE NOTE 1 J 9 11 12 flA SEE NOTE 1 arx M LF ¢
6 1.Spacing for item J:6'from each end
and 3 more equauy spaced along 7 HORIZONTAL CROSS SECTION 40 8 HORIZONTAL CROSS SECTION D1A"X1N0 H0'` o
sideate Jamb(5 total). 6 g g g g 1 FL-17347.5 N
Ins J. s own Ouirnn similar 6 iXJ. s own ou n s uar a
n
2X Jamb Relnforcemen 1 X Jamb Reinforcemen sxa:r 6 o- 9 0
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MAX.W) ,
�y No.43409
PRODUCT: Dooumento Preporod t>r/� � ,�OTi<DA ``�
FIBERGLASS DOOR E. No.LASTPRO don F434091dt ...........
/7�
W .4 PART OR ASSEMBLY: K / BUILDING CONSULTANTS• INC.
Iv to 1 14 15 UPDATE 7O STN m. 2014 F8C JK J li�/1�P.O. Box 230•Valrteo, FL 33595
� to A NO DATE BY BUCK ANCHORING Pv Phone No.: 813.859.9197
REVISIONS FSPE CJL No. 9813
®21314 R.W.13—o—Co NOIl—INc.
I
4.56"BILL OF MATERIALS
`.`�`�
TIEM# DESCRIPTION MATERLAL � 4.56"-----------
2X ��• •'
A FRAMING(G>=0.42) WOOD _' * Q�i
B 2X BUCK(G>=0A2) WOOD
C 1/4"MAX.SHIM SPACE LI N°y z
D 1/4"PFH CONCRETE SCREW(1-1/4"MIN.EMB.) STEEL F� --244°--I 2 2413" 0 ADA THRESHOLD % `�: J o o w
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI DLP ��i �`� N>^°
E CONCRETE POLY FIBER JAMB ��/� *P \\` Z dm o
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 O i/T111 1\T\ S N z
F #10 X 2-1/7'PFH WOOD SCREW(1.15-MIN.EMB.) STEEL 9
G 3/16"PFH CONCRETE SCREW(1-1/4"MIN.EMB.) STEEL T —® p 8 E m 9 m°3 a
J #10 X 2-1 IT PFH WOOD SCREW STEEL \ a d°w
M #10 X 7PFH WOOD SCREW STEEL -r r T? v 'm d a`
I POLY FIBER JAMB COMP. 4
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5 2X REINFORCEMENT (G>=0.55) WOOD I I I
6 DOOR SWEEP PVC Fes--4S6'---�I 4.56"—�I x CL
7 WEATHERSTRIP(ENDURA FORCE 5) FOAM INSWING THRESHOLD OHTSWING THRESHOLD
9 #9 x 3/4"PFH WOOD SCREW STEEL 20 Endura(zsedes) Endura(z-Sedes)
11 4"X V HINGE STEEL r—2.1' SIDELITE o
12 LATCH STRIKE PLATE STEEL -I SIDF3ITE ADAPTER oo 9
13 DEADBOLT STRIKE PLATE STEEL ADAPTERIX
20 INSWING THRESHOLD ALUM/COMP p m �a
21 INSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP Lv 6, air o0
22 OUTSWING THRESHOLD ALUM/COMP w,
qd
n 23 OUTSWING THRESHOLD W/SIDELTTE ADAPTER ALUM/COMP m
24 ADA THRESHOLD ALUM
25 OUTSWINGTHRESHOLD ALUM/COMP 456" I— 4.56" —I a
26 INSWING THRESHOLD ALUM/COMP INSIYINGMRFSHOLDw SIDEUIEADAPTER OUTSWINGTHRES HOLD w SIDEWEADAPTER ><
40 DOOR PANEL 21 Endure(zsedesl 23 Enduro(Zsedes1 '
Fir
50 SIDELITE PANEL
4S6' � � �4.57" �
En
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B
2 w
25 OUISWING THRESHOLD 26 INSWING THRESHOLD
DLP DLP
CONCRErEANCHOR NOTES:
t.Concrete anchor locations at the comers may be adjusted to mainfoln the min. i
edge distance to morfarldInts.
2.Concrete anchorlocoffons noted as"MAX.ON CENTER"must be adjusted to o 2.17'
malnfoln the m1n.edge distance to mortorlotnts,additional concrete anchors I I ^~
may be required to ensure the MAX ON CENTER'dimension are not exceeded. p
3.Concrete anchor table
MIN;CLEARANCE:PIN CLEARANCE O a
:.ANCHOR ANCHOR MIN TO MASONRY ".TO ADJACENT; Z a
TYPE SIZE
ANCHOR`EMBEDMENT wre 10 8 14 i
_ _...:...r _;. .: o
ITW BUILDEX 3/16" 1 1 4" 3° °�
E N.T.S.
-iTAPCON°- 1 4°" 1 1/4"= 2°— 4—
S °vro.en m
ELCO 1/4 1.1/4° 1" 4° 4.57" a1K.BY; LFS 3
ULTRACO
rc
DRAWING N0.
WOOD SCREW INSTALLATION NOTES: INSWING THRESHOLD w SIDELITE ADAPTER FL-17347.5 °
rs: 1.Mafntoln a minimum 5/8"edge distance,Vend distance,d 1'o.c.spacing of 2� D� N
n wood screws to prevent the splitting of wood. sN¢r 9 OF 9
10
6
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