HomeMy WebLinkAboutProduct Approval plastpro
o =�
o•
5200 W. CENTURY BLVD. v'\•' Z 'r,° M
LOS ANGELES, CA 90045 R M Oi
/'�rhrr Pss sw o^ ••z..
>. UN
m D U O Z6
o n o Ea Z m o
GLAZED FIBERGLASS SINGLE DOOR - 115.0"MAX.OVERALL FRAME WIDTH _ x �j \ N m rL`a
w/ or w/out SIDELITES 37.25"MAX. _ 37VE
.5'MAX. E aZ
R FRAME WIDTH OME WIDTH $ �a
FRA
INSWING/ OUTSWING
$ "IMPACT' X
�T
Z�
s Wo—
o GENERAL NOTES w zo z
Zz on > 0�
1. This product has been evaluated and is in compliance with the 6th Edition LL 3 �`3 o x
y (2017)Florida Building Code(FBC)structural requirements excluding the <? <
P "Nigh Velocity Hurricane Zone (HVHZ).
>-!E o o u am N
2. Product anchors shall be as listed and spaced as shown on details.Anchor f?= h.20 o o w
embedment to base material shall be beyond wall dressing or stucco. ° = a a
OX
3. When used in areas requiring wind bome debris protection this product Li
>>
complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an
8 impact resistant covering.This product meets missile level"D"and includes
Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2& OXO
R301.2.1.2.1.
X o
o0
- N N
4. For 2x stud framing construction,anchoring of these units shall be the some z
as that shown for 2x buck masonry construction. W W o
iE
w
b5. Site conditions that deviate from the details of this drawing require further XO o o
a engineering analysis by a licensed engineer or registered architect.
S3
DESIGN PRESSURE PSF DESIGN PRESSURE PSF
TABLE OF CONTENTS MAX. MAX.SIDELITE � ) ( )
SWU# DESCRIPTION CONFIGURATION FRAME D.L.O. INSWING OUTSWINGo
1 Typical elevations,design pressures&generalnotes DIMENSION DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE
2 Door panel details ^
3 Sidelite panel details and glazing detail X 37.5"X 82.0" N/A +$Q,Q -50.0 +50.0 50.0 N z v
a 4 Elevations rwre 02 21/12 i
5 Horizontal cross sections OX/XO 76.25"X 82.0" 20.5"X 62.75" +50,0 -50.0 +50.0 -50.0 saw N.T.S. 9
7i 6 Vertical cross sections JK 07 Vertical cross sections
e Buck anchoring _ OXO 115.0"X 82.0" 20.5"x 62.75" +50.0 50.0 +50.0 50.0 CML BY.- LFS
0 9 1 Frame anchoring
DRWM w
10 FL—
Bill of materials and components
FL-17184.9 0
MM 1 OF 10 "
r
250
*89
r 100TERIOR 1.00"
0;<twn
TOP RAIL I^ 1.58 { �i� �\\ uZ
HINGE STILE TERIOR LOCK BLOCK(WOOD) (COMP.) �'���II*L N� 8"-o i
N•;
Cellular PVC STILE REINFORCEMENT E w z MO c 0
(LVL) STILE REINFORCEMENT(LVL) ` g -0 9 0 o w
HARDWARE CHART LATCH STILE \� \d a a m d a E
l HORIZONTAL CROSS SECTION Cellular PVC �1 o
MANUFACTURER MODEL FOAM CORE E v
d
EUEs
(POLYURETHANE-
tOCK: SIGNATURESd
DEADBOL7: SIGNATURE SERIES(780) STRUCTURAL SILICINE(DOW 995) 1.9 PCF MIN.)
5/8"GLASS BRE
® LOCK: YH COILECNON
F YALE DEADBOLT: YH COLIEdpN(BD SERIFS) NON STRUCTURAL SEALANT EXT. rr a a
scxuGE : sErm
o�EAaoeoLT: g iw/�1 t"OVERALL GLASS THK. z o 00
1/8"ANNEALEDGLASS
35.75"DOOR 24 22"MAXof
0.090"SAFLEX®PVB
o WIDTH FRAME WIDTH INTERLAYER y� '`''0
LU
u 2 20.5"MAX. 118-ANNEALED GLASS a r j uj z
m Z D.L.O.WIDTH AIR SPACE v�_i�
1/8o"
TEMPERED GLASS G1 �
a o.
4 #7-19 X 1.3/4"PPH ALUMINUM SPACER
/ SELF DRILLING SMS ''m
3A INT. INTERIOR EXTERIOR
NON STRUCTURAL SEALANT y
8 w Gl GLAANG DETAIL �`
rs W = z N
Q
88
t-Ti
0 o50 n0 FIBERGLASS SKIN
c�
(0.075"THICK) ?L
N N Qui
BOTTOM RAIL ^ °
SEE HARDWARE TABLE 4.25' (COMP.) N Z °
(TYP•) DTE 02121112 ZO
ODL LRE FRAME 3A DOL uTE FRAME scaE: N.T.S. °
D (Alum.) DWG.ah JK m
10 pppR pA 2 VERTICAL CROSS SEC110N CHL W. LFS
Z DRAM NO.: N
FL-17184.9 0
STUFFY 2 OF 10 p
a
2,5T `
40" G1 1.00
I EXTERIOR II �.49,
w,
z
F r n n
TOP RAIL i��'/ •..* -.• ```� N>
HINGE STILE INTERIOR LOCK BLOCK WOOD (COMP.) /11111 11� ` u V)o i
Cellular PVC ( ) o a Z o Z v
STILE REINFORCEMENT(LVL) E,i°D o m c°w
REINFORCEMENT \ a H g m STILE
a a`
(LVL) 1 HORIZONTAL CROSS SECTION Ce uC�PVC VVV
E Z
3 FOAM CORE _ `
s (POLYURETHANE- ,1a
"s
1.9 PCF MIN.)
STRUCTURAL SIUCINE(DOW 995) 5/B'GLASS BRE
J
NON STRUCTURAL SEALANT EXT, � <3
1"OVERALL GLASS THK. zg orp
35.75"DOOR 1/8"ANNEALED GLASS G1 c �,c]
J L
WIDTH 0.090"SAFLIX®PVB
INTERLAYER v� 8
2427 MAX. am wc,
u 2 FRAME WIDTH 1/8"ANNEALEDGLASS INTERIOR EXTERIOR ozd
3 2 T MAX. AIR SPACE ( ° rn
D.L.O.WIDTH 1/8"TEMPERED GLASS 0 gr
a a
k7-19 X 1-3/4"PPH ALUMINUM SPACER >;m
/ SELF DRILLING SMS 3A INT•
NON STRUCTURAL SEALANT
� G1 GLAZING DETAIL
0 n^r V)
m m NPV
W S z
p 186" FIBERGLASS SION
17 in
(0.075'THICK) —
00
U
Cp
oz BOTTOM RAIL a
n 0.063
r (COMP.) ,o
// •o
Jill Jy�is���' w z
1 O ]
n m
i
4.25' FRAME DAM 02121112
(TYP.) ') � N.T.S. 2
$ ODL LITE FRAME MG.BY: JK m
2 VERTICAL CROSS SECTION am.or. LFS ;
� SIDElIIE PANEL 3 ppAVIM NO.; N
FL-17184.9 n
N
a sxEcror 10
a
R1Cllents\Plastpro,Inc PERMANENI\A-Florida Product Approvals\FL-17184 Fiberglass Door-hawing-Outswing(BHIAC-Drawings\FL-171846TH ED(2017)\FL-17184.9-10.dw%1-4
en—t
m
m
a
X eF.A a
4
O.eas
N e>t
er.
N A
d
V�
V Ca O V N
m
� V N
o
Z
VN
0
O C,
X „..
d
ew N
N en
P
N A
V�
V O V N
V N N
V N OQ Y
m
r
o a X
Z
o
XX ai► aN
Q
a eat
en w
17,4 No.43409
P PRODUCT: Dooumente Prep-iml By: •.• `
PLASTPRO INC. Lyndon F. Schmidt �� �C�C1`
FIBERGLASS DOOR P.E No. 43409
Al-
7�I/1111111\\\
2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: /( BUILDING CONSULTANTS, INC.
Ip N 1 4 22 15 UPDATE 70 5TH ED. 2014 FBC JK J l��P.O. Box 230, Valrtco, FL 33595
o to N NO DATE gY ELEVATIONS Phone No.: 813.859.9197
REVISIONS FBPE CA No. 9813
0 201 0 R.W.BUILD—C01 11Te 11C.
FNAB.(TYP.) E 60 EXTERIOR y 11 K
` EXTERIOR
D �6=?
10
M 27
z
° °g: °. .V'• "Y��Z°can
� Z N
• • ° '''1�llll*111\\\``` v N Z
' °
° °a
E
m
(� L Ng 9000.
K SEE NOTE 1 O "� m d a 0.
L a° 7 \ I CZ
o` INTERIOR ° INTERIOR 8 J i
W • 7 7
� 8
o.ts' L to
° 21 20 1-1/4"MIN. A C 21 20 CSINK D o z
• I 1S' EMB.(TYP.) (TYPJ C io �F
(�C-SINK
1-1/4"MIN. oEnJ zw
Cr En
L (TYP-) EMB.(TYP.) �5 o�
E 8 C 4 HORIZONTAL CROSS SECTION r5�HORIZONTAL CROSS SECTION `� N Z:0
X.
5 Outswing shown-inswing also approved w =
Shown w/1 X sub buck 5 Outswing shown-Inswing also approved F a vd
�1 HORIZONTAL CROSS SECTION
S Outswing shown-Inswing also approved 0 o
d ~
a a
NOTE: >>m
1.Spacing for Item K:6"from ends 11 88
and 6 more equally spaced along
sidelBe(8 total). EXTERIOR Be M 27 EXTERIOR 9 K SEE NOTE 1 '
g SEE NOTE 1 K NN °
VI z
y Z o
D
>
W
< S� °
^� e
40 W
40 7 60 N o
INTERIOR 7 INTERIOR 8
W 8 02121112
° 21 20 l 21 20wAx- N.T.S.
L
�.m': JK n
�21 HORIZONTAL CROSS SEC17ON 3 HORIZONTAL CROSS SECTION cNK.tn: LFS
OutswiOPAWNC No.: W
s
Shownshown;inswing also approved �5J Soutswihownng shown-inswing also approved N
Shown v,�th 2X reinforcement Shown with 2X reinforcement FL-17184.9 0
Y1 N
E sNFEr 5 a 10 0
v
moo`````` * ,j'�•
e E SN,7 z Fi0 oa
Cajatnn
B 11 111 V a.,
z 0
v 9 C7 Z
~ C L E 9omow
a: _ � E rc°a
a mda�
° • E vz
40 CONTER1OR _ a
EXTERIOR
7 rn A - - C
20 21 a 40 M m z
8 ^w � G
EXTERIOR INTERIOR z$
i d 40 N
C1�VEJMCAL CROSS SECTION 30 m
6 OuWng shown-inswing also approved \J 20 21 w c
am `� 8
8
E e EXTERIOR INTERIOR o
e 2 VERTICAL CROSS SECTION a
4 e Outswing shown-inswing also approved
Shown w/lXsub-buck
5 VERTICAL CROSS SECTION �
8 INTJOREXTERIOR 6
Shown threshold
4
�w
INTERIOR EXTERIOR R V)
z -
g 00 N :
INTERIOR EXTERIOR 2
7 40 R z
33
z� 3140
� �� 366N
° a
a a q8a
°° <. °° •.C .• e
a •* • •a • °
a ° ° n ° ° .• a a n DATE:02121112
`e ° WAM N.T.S. °
JK
e [3�VERTICAL CROSS SECTION �61 VERTICAL CROSS SECTION r41 VERTICAL CROSS SECTION a'K-BY° LFS 3
6 Inswing configuration 6 Shown w/O.S.ADA bump threshold 6 Outswing configuration DPAMN NO.: a
FL-17184.9 0
SHM
_6 or j0 f3
G
E ° NOTE `�O•�. %
v «�wv
1.Spacing for Rem K:C irom each end
• ° and at centerine(3 total). *
D Dow
B ��llll 111\ U N• •Z
C °
w
o u
A C No.
f \ e u 9doIn
60
F 60 `oi
9
SEE NOTE 1 K 21 0 SEE NOTE 1 K 21 20
$ EXTERIOR INTERIOR EXTERIOR INTERIOR
Ln
?O JG
rl VERTICAL CROSS SECTION &� J FN
7 Outswing shown-inswing oho approved 2 VERTICAL CROSS SECTION
u 7 Stowni0utswlnglt wb buck wwing also approved N o
U o
gg > O
O gr
n a
INTERIOR EXTERIOR m
INTERIOR EXTERIOR
50INTERIOR EXTERIOR
K SEE NOTE 1 $
SEE NOTE 1 SEE NOTE 1 d ci o
29 K 50 50 K 20 21 W W En
z— ST 35 o
F s\c °
E F E D _ ;= a
d d
• • d • • • • d . . • . D • • O Sa
'd D• w D
DATE.02 21^12 Q
0
sum: N.T.S.
3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION �1 VERTICAL CROSS SECTION m
7 hxvAng configuration 7 Outswing co Vxotion 7 Outsvring configuration aHc.In: JK
CHK.BY:
aswMc No.: a
s
b FL-17184.9 a
o ;;r 7 of 10 0
�1.� Z o
zero
%
�. UN-
°� 4" 4" ?z E i 0 z 0
(TYP.) (TYP.) 2 u 9 m o a
4., 4.. o t Nj dor
d )—^j8" 4" (Tir Y )� fnP)�
d _ "•s —11 t' � � 3a
II II II
p _ �� D 'v .` II II p v�
II II
ffi TYP.HEAD II II TYP.HEAD —0 Z
MASONRY TYP.HEAD I 1 &JAMBS Zo
MASONRY I I MASONRY7.- I I I S JAMBS 0 �
d OPENING 8 JAMBS OPENING OPENING IA f�I oti x
- ^- 2X REINFORCEMENT-/041: I I-2X REINFORCEMENT I
2X BUCK ONLWN FOR REF. i i SHOWN FOR REF. am W U
o y Y
2X BUCK I 12X BUCK I I ONLY I I C m
�I
—O o
II II II 0
II b p II II U a
fnU II II II _
O II II II m
II II II
�' I I "�• I I I I �
•tom, ..t" N N
BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING o
X OX/XO OXO
�W
CONCRETE ANCHOR NOTES:
I.Concrete anchor locatlom of the comers maybe adjusted to maintain the min. a a
u
edge distance to mortarjoints.
z
n
2.Concrete anchor focaffons noted as`MAX ON CENTER"must be adjusted to n�W
maintain the Mn.edge dhlonce to mortarjolnh,addlfbnol concrete anchors r
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. w N
rg 3.Concrete anchor table: n+
n
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE r'''z
w
TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT-� - ..:EDGE --ANCHOR oA,E 02 21 12 u z
ITwN.T.S.
k' TAPCON* 1/4" 1.1/4' 2" 4" s(ALMr.- JK m'
S ELCO 4"1
1/4" 1-/4" 1"
ULTRACON usK BY. LF$ 3
WOOD SCREW INSTALLATION NOTES: DM'M NO.:
1.Maintain a minimum 5/8"edge distance,?"end distance,&1"o.c.spacing of FL-17184.9 n
wood screws to prevent the splitting of wood. a
V SHEEP__(3 OF 10
a
`
6"(iYP 3"(T/P.) 3 (iYP.I 'i. .` N i n m
Jill 0
$ / • B`\ S to 9� In 5 a:c fp.)
Wpoa
_ 2X BUCK _ ! o
to
2X BUCK W
�, L
MASONRY—7. -
1X BUCK � MASONRY �O `� J iX BUCK � MASONRY L 2X BUCK � 8 �0
OPENING
w TYP.HEAD OPENING TYP.@ OPENING J iX BUCK L ttP. '
FRAME — &JAMBS — HEAD AND
FRAME FRAME NP.@ HEAD AND
JAMBS _ JAMBS Cip 2
g 2X BUCK TYP.0 SILL n
F L I U TYP. SILL TYP.B SILLN p
N 2XBUCK TYP'0 SILL Oo .
n
2X BUCK F N am
o
�- ^O a x>
s. »m
FRAME ANCHORING FRAME ANCHORING FRAME ANCHORBVG
x xx oxo
a ^�
9
L N N V,
E[ Z
F V1
G' 1.7 6
9' Cli. F
Q CONCRETEANCHORNOTES: i•,
a 1 dWonce to mo joint.ffo rn
coers maybe adjusted fo maintain the min.
edge a a
2.Concrete anchor bcnRoru noted as"MAX.ON CENTER'must be odJusted to
>> i
maintain the min.edge chance to mortarjoint,add lioral connate anchors G 1 X BUCK 1 X BUCK H ^ u
maybe required to ensure the AMAX.ON CENTER"dimensbn are not exceeded. 9 Z ~ F
3.Concrete anchor table: ZB
M 2X BUCK 2X BUCK K
I o
MIN.CLEARANCE MIN.CLEARANCE ^
ANCHOR ANCHOR MIN. b, 4s Z
7O MASONRY TO ADJACENT ry
TYPE SIZE EMBEDMENT EDGE ANCHOR '27 M �� 'D i., w Z u
ltry a
1/4" 1.1/,rr d"
1 RL+►E O2/21712 i
TAPCON
ELCO SCALE* N.T.S. 9
ULTRACON Ile 1-1/c t" r MO.en JK m
ITW LATCH&DEADBOLT DETAIL HINGE DETAIL
• 1-1/4" 2X Buck DRA er: LIPS
ON DRA3
iAPCMgNO NO.: �
WOOD SCREW INSTALLATION NOTES: FL-17184.9 N
n 1.Maintah a ffdnhTNrrn/n a ���durance,d•l'o.c.spacing of STRIKE JAMB HINGE JAMB a
8S wood screws to SHM 9 OF 10 O
a
F� 4.56" .��
BILL OF MATERIALS
ITEMf DESCRIMM MATERM
A I X BUCK(SG>=0.42) WOOD ��•° o * ,0� c�
B 2X BUCK(SG>=0.42) WOOD _
2.36" I Jol
;m�
C 1/4"MAX.SHIM SPACE c
CO OR ITW CONCRETE SCREW
D 1MASONRY-3`000 SIMNCONCRETE CONFORMING STEEL NEADiLDE ��/IT* ����` or�imz°
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE O Jamb III r v 0 ■z6
F 1/4-X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL io a` E m z m.o
G 3/16"X 3-1/W'PFH ITW CONCRETE SCREW STEEL 4�" o o 217 \I ` + 56L a
`l mda
H 1/4"x 3 1/4"PFH ELCO OR fTW CONCRETE SCREWSTEEL a
J 1/4!'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
K #9 X 2-1/7'PFH WOOD SCREW STEEL _ ���LLL E =o°i
W N
L #10 X 2-1/7'PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL
M #8 X 7'PFH WOOD SCREW STEEL
w N TM X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
CER it
7
FORCE 5 WEATHERSTRIP(ENDURA) FOAM EAD a SIDE �29 S'LLEsM SP
8 COMPRESSION WEATHERSTRIP QLON 650(SCHLEGEL) FOAM
2T PoyRberlamb
d 9 4"X 4"BUTT HINGE STEEL $ z
10 #9 X 1"PFH WOOD SCREW o
STEEL & � �a
Q 11 #9 X 3/4"PFH WOOD SCREW STEEL a o$
20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD a ��
21 POLY FIBER JAMB COMP./VINYL 4'58 4.56" —{ _ ir
o m
27 LATCH STRIKE PLATE STEEL c
s 28 DEADBOLT STRIKE PLATE STEEL &I
29 SIDELTTE SPACER(ISSLB) PVC
30 DOOR SWEEP PVC
31 OUTSWING THRESHOLD BY DLP(QOSH) ALUM./WOOD
32 ADA THRESHOLD BY DLPALUM. OWING THRESHOLD ��NSWING THRESHOLD
8 33 INSWING THRESHOLD BY DLP LP(I
(ISCS) ALUM./WOOD QOSH ISCS �
34 SIDELITE THRESHOLD BY DLP(ISH/EIS) ALUM./WOOD
35 TRIMWOOD v)
36 OUTSWING ADA BUMP THRESHOLD ALUM. 6 B O
fq
N
^ 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEEP FOR CONSTRUCTION DETAILS - S" �
d 60 SIDEUTE PANEL-SEE SIDELffE PANEL DETAIL SHEET OR CONSTRUC110N DETAILS 4.67'- P
n
88 2X REINFORCEMENT(CLEAR PINE:SG>=0.49) WOOD
LSHC ll w
' z
fq
sIDELILE THRESHOLD i
S' d ISH/ES
DAM 02121112
=
I �: N.r.s.
M.Br: JK m
c"t or. LFS 3
OSH WING ADA BUM iHNort NG ND:
¢ OSHC FL-17184.9 "
SHFEf�OF T O
a