HomeMy WebLinkAbouthighligted Installation instructionsro
plast�
5200 W. CENTURY BLV[).
LOS ANGELES, CA 90045
OPAQUE FIBERGLAIS6SJ1NGLE DOO
W/ or w/ bEL9
INSWI QUTSw1NG
IMPA
GENEP.AT NOTES
1. This product has been evaluated and is ks coWlionce with the 6th Edition
120171 Florida Building Code (FBC) structural requirements excluding the
"High Velocity Hurricane Zone' jHVHZJ.
2. Product anchors shall be as listed and spaced as shown on details. Anchor
embedment to base material shali be beyond wall dressing or stucco.
3. When used in areas requiring wand bome debris protection Ihls product
complies with FBC Sections 1609.12 & R3DI.2.1.2 and does not require an
Impact resistant covering. This product meets missile Yevel'f1" and includes
Wind Zone 4 as defined In ASTM El 996 end FBC Secriions 16D9.122 &
R301.2.1.2.1.
4. For 2x stud framing constructton, anchoring of these units shalt be the some
as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by licensed engineer or registered architect.
TABLE QF CONTENTS
37.25' MAX
FRAME WIDTH
-- 115A°lr1AX. OV82ALL ]7FRAMEWDTH
37.5' MPJ(.
OVERALL
FRAME WIDTH
F-1.50"
JJ
DESIGN PRESSURE (PSF)
10501 NEGATIVE
DESIGN PRESSURE (PSO
OUrSWfNG
POSITIVE NEGATIVE
x
37.5' X 820"
N/A
.EO
'
4
+65.0
-65.0
0x/xO
76.25'X82.0"
20.5° x 62.Ar
+50.0
-50.0
+50.0
.odes d9
O
+�
20.5^ x 62.63'•
+50.0
o'er 'off
+50.0
o X
�y �x
no
H
L -L -J
OXO
Ll
CONFIGURATION
MAX.
FRAME
DIMENSION
MAX. SIDELfTE
A.R.O.1FfSWING
DIMENSION
DESIGN PRESSURE (PSF)
10501 NEGATIVE
DESIGN PRESSURE (PSO
OUrSWfNG
POSITIVE NEGATIVE
x
37.5' X 820"
N/A
+65.0
-70.0
+65.0
-65.0
0x/xO
76.25'X82.0"
20.5° x 62.Ar
+50.0
-50.0
+50.0
-50.0
0x0
115.0r' x 82.0^
20.5^ x 62.63'•
+50.0
-50.0
+50.0
-50.0
- Jrc
r LFS
FL -17154.5
r
1 a i0
1-114" MIN.
EMs. RYP-I
C SINK
111 I IS
� (n'P.I
E 8 C
1 HORIZONTAL CROSS SECTION
OUIswbg shown- Inswing also approved
NOTE:
I. Spachg WHem K; 6"Momends
and 6n egno4y spaced olong
sic e * is folol).
SEE
EX ERIOR
INTERIOR
1-114° MIN.
EMs. IIYP.I
41 HORIZONTAL CROSSSECHON
Oolwtr 4.--h nig also app—.d
Shovm wll%s b -b ck
7-'\ HORIZONTAL CROSS SECTION
S OUlswirsq shovm 4�r+ aTso approved
Shovm vn}h 2% reinlwcamenl
EKIERIOR
INTERIOR
KTERIOR
NMI
WERIOR
A%"
E ti �*
4.1/4"h4N.
EMs. (IYP.J
51 HORIZONTAL CROSS SECTION
$ OUEswing shown- hawing aka approved
r. ¢r: LFS
FL -17184.5
,Cr
tA0 E7CfERIOR tAry Cr `-�jt'�� n
AT
_ TOP RAIL
_ rhrl Itit% d;; z
HINGE STILE INTERIOR LOCK BLOCK {WOOD) !
E
STR1E REINFORCEMENT JLLJ SCellular PVC Vi 6—
STILE R£NF6zCEME
m
r
ILVLJ LAt'CH STILE FOAM CORE o
1 HORIZONTAL CROSS SECnON CcLukrPVc (POLYURETHANE- € a=
p a
I.vPCF Mlw.) w
ts
35.75'MA%"
2 DOOR i� � z
F PANEL WIDTH
9 EXTERIOR INTERIOR
�
FIBERGLASS SKIN
a n � fon�s 7rIlcK1
III Jf� SEE HARDWARE TAKE
o T�� z
$ x —v 4td y
��� HAEMVd EECHd
MI ACWM M{WEL BOTTOM RAIL j r
AI CMS. LOCE: SwYIAPJRESH�IEs [C9MP.J
k .1! GPAOIIXi: BGNANRE3BJFS iIap)
YALE Lom EH0MLB=WN h'4
D oEAoeaD: rH caurcElnp iw3aRiY ao
scxLacE KNOT. 'F MlISTfI07
,a ORPANEL hEAo60LF. VIEUBjewim
aaf 02 2£ i2
_ 1 2�1, VEIMCAL CROSS SECTION orrc. e�, ,LK m
f cHk e.: LFS
FL—i71sa.5
u °n
sxar 2 cr 10 �
AT 2"o
F.DO' I.UBI'
b - � EXTERIOR rr—_Ix F
f4NGESIILE �� LOCK BLOCK(WOOD{�
Cellu]ar PVC
SUFE SULE REINFORCEMENT (LVL) —
RHNFORCEMENT
{LVL} rl HORIZONTAL CROSS SECTION LATCH SOLE
11 3 CeikibrPVC
dQ SIOPIREPAMEL
2U.5'MAX. _
31.0. WIDTH
z O
x
n
O
STRUCMRAL SIUCINE (DOW 945)
NON5TRUCTURALSEALAW —
_ L7-19 % 1:
SELF DRIDI
NON STRUCTURA..,...,..,..
GLAVNG nPrAfL
r2'\ VEWCAL CROSS SECMM
3
FL -77164.5 I
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DA6,T�
4.25 I
fIYP f l
�p LTENtAAIe
ODL LITE FRAME
r2'\ VEWCAL CROSS SECMM
3
FL -77164.5 I
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TOP
�� '+._....:
• m�
~ m >° m
RAIL
,`�
z°
Eo
FOAM CORE
E o`er
(POLYURLTfME-
o �?
a
1.9 PCF MN.)
5 BIfE
EM
1"OVERAII CLASS THK.
Qo
116" ANNEALED GLASS
r QM'SAFIE%@PVB
INTERLAYER
H ca
I IWANNFALED GLASS INTERIOR
AIRSPACE
EXTERIOR
o
a�
o
1/6"TEMPL RED GLASS
a
ALUMINUM SPACER
INT.
Ey
RBERGLASS SKN
a$
o
o
f xs9 THICK)
�+
�
oQ
BOTTOM RAIL5—JL
{COMP.}
I
r2'\ VEWCAL CROSS SECMM
3
FL -77164.5 I
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4 Au
1 2
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1 2 1 2
7 7 6 5
1 2 1 2
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93
4 5 6
a 4�
3 4 5 3 4
a a
R
E1.EVAEON [XI
ELEVATION IMO -OXI
ELEVATION IOXO}
O>?..
�a
�o
o�
n 92/21/12 _
N -Ts.
oxc er JK w
AFS
oruyas tro.:
FL -17184.5 -
o SEE NOTE I L
e
a EXiERiOR INTERIOR
m
1 vFMCAI CROSS 5Ee17ON
7 OutsvAng shoe n -h sMng cAso appmwd
INTERIOR EXTERIOR
8 �
I K 1 SEE NOTE 1
NOTE
1. Spacing forttem K: 6" fram each end T •• ° ,�$ (=i
and at centerline (3 total). �.. COD' z * r<r d'_ - 6 W
W.• mn
i � n P7771 1171 �.
Z y c P m
c ~ m v3 aaoo
A
64 n 3a
SEE NOTE t K 21 20
EKTERIOR INTERIOR /
f 2p O
2 VERTICAL CROSS SECTION
7 u1s`vtri9a�nwn1hwm- Vk n9 atsa aAProved /r ''�
Solx�,�-�aak
am '�
?� 4
INTERIOR EXTERIOR YR
INTERIOR
34_
3 • VfRFFCA[ CROSS SECTION 4 VERTICAL CROSS SECTION
7 Lowing ccaTiguOSS 7 ung configsmoldon
5 VERTICAL CROSS SECTION
Ou�rsg 11 91(1.1—) n
JK H
c xc.
FL—?7184.5
�zd
8
EXTERIOR INTERIOR
SECTIONVERTICA! CROSS US
e �Ovlswing str - Inswing also approved
M` /% • =1
EXTERIOR � #11 9NTERIOR
so 32
N
�i
VERTICAL CROSS SECTION
Shown wl ADA EFuPsl�dd��
INTERIOR Tf//RL�/,9 EXTERIOR
133,
E v 5 v 36 f
_ N �m
E'W
VERTICA! CROSS SECTIONCROSS SECTIONVERTICAL CROSS SECTIONCROSS SECTION
`s ln5wing Confic� ion S Shaven w! OS. AOA bumpiNres4sdd
OF
fill ti
EXfERDR — INTERIOR
2 VERTICAL CROSS SECTION
&wsh--�ing also opp.d-ir
INTERIOR EXTERIOR
4 VERTICAL CROSS SECTION
6 Oulswing confWaVun
= a;
�''r��11I.. 1TT1 �Sct n m z
474 ;amu
` e Eo®a
4.. m'P. 4 Irm ] 4" F Y 9 m
U. �
D I I TYP. HEM 1 1 a
MtL50NRY r TYP. HEAD M RY I I & ]AMUS I I i I TYP. HEAD fK
OPFNWG &JAMBS MASONRY II II &JAMES
OF G of REINFORCFMFNT 11 OPENING f I�
SHOWN FOR FF-
2X
EF. I I 2X RflNFORCBs5EN1 11
2XEUC ONLY II 11 SHOWN FOR REF.
TX BUCK I I -. ?3(BUOK ' i ONLY
E! � Li II II
CI LiII II a
II rO I { —0
-0 A
— II _ II I1 i�
R O { II 13
11 II it
II II 11
f
n
BIICKANCTIORTNG BUCK ANCHORING dUCKANCJFORING w W
X oxlxO
oxo
�e
CONCRETEANCHOR NOTE:f" k'
1. Co fe pnchpr Rycafiom of ftK3carters maybe odits dtom fab therm.. $
ady1.. t. nVrfwjainD.
2 Concrete nr Klorlocnlbnrnoteed os'MAX. ON CENfar must ba—gw dfo
mp Vt the min.sagad$Icrre tp—,t-phts odm-o �ncrefe—p—
nmynarCgLftd b eMtYe Iha IMAX. ON CEMER'denensipn pre n t@xC .d d.
S. Con[1ele nrtcfHu rpple: q
ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCe
TYPE S1ZE EMBEDMENT romAsormy TO ADJACENT - Z
EOG(: ANCHOR MlE: 02121112 _
T14" T -a14• T 4'
TAPCOH� N.rs.
ULTRA ONELco ur 1-mr r 4 roc. en .!K v
exrc an Lf5 3
4MOOD5CREW MSTAL�PS70N NOTES.'
yxT.:
r.M�nron a m�.anum s/B" edge dhTunce, ram—
am d6rance, a r-c.p. sDapErg W FL 1;
+wad scre„a+n prevent fns rpM1Plingof wood.
se¢r 8 aT ib
FRAME
2x BUcx
6" [dYP.I
FRAMEANCHORTNG /
x
CONCRE[EAkCHOR NDIEk
I. adn 0e e . t. W Xartf et
1XP.
1
M1 VEARANCE MIN.CIEARANC0
TYPE
$JiF
'EMBEDAIEHY
iO MASONRY
EDGE
T AAJACHA
ANCNOR
IIYY
TAPCONRLCOe
� IxBucK
1-114'
� MASONR
TIP. HEAD
ULIIACON
"c
OPENING
&JAMBS
t'
FRAME
�51LL
31]8"
1.7/C
T
1.1/S
H
_
2x al
mY ® SILL
JA B
JAMBS
FRAME
�o
the Cdfnms may dea4wled to moirrtofn the rrRn
e 43C 7bfanCe fo mulwlaFlb.
2 Carxaeln an�YorbooBonsnolepes'MAY. OIJ CEMFIv^mwf da adk+ifed b
manlain Me min.epy®Gstft-A fAmaN CENTSaddidormleercl anehars
+rwyne reaw�o b n.e..n Inn MAx. oN cEHtExa�+n me �r —�ded.
s. ca,�ete arxhot bbb:
ANCHOR ANCHOR
MIN.
M1 VEARANCE MIN.CIEARANC0
TYPE
$JiF
'EMBEDAIEHY
iO MASONRY
EDGE
T AAJACHA
ANCNOR
IIYY
TAPCONRLCOe
114"
1-114'
r
c
ULIIACON
"c
114`
1-114"
t'
4"
TAPCON
31]8"
1.7/C
T
1.1/S
uiq
i.Mainlotna minYtgyn319'Cdg¢dds,.? 1'eerd ddlonrB,61'e<.ipoclrgW
wood stews laprnvent Mn etpHHl6tgoixm�d
q
3' IITP.1
r �'1
3"[TYPJ
FrF, 6' (TyP.l
1
�
_
„U
L 2x BUCK
W
O
J Ix BUCK
°a
KASONRY—
y!L
OPENING
M
HEAD AND
mY ® SILL
JA B
JAMBS
FRAME
�
®S1LL
TYP.sit
LP-
0
2x Bocl
q
3' IITP.1
r �'1
3 pYP.1
Fri,
1
�
L IYP.
y!L
mY ® SILL
: U
� 0
�
F
FRAMEANCHDRMIG FRAMEAHCHORING
xx Oxo
1'-
G lxaucK TxauCx A � � ��
. L
� M 2x BUCx 2x BUCK IC 9 � Ih �
RMP: U2 21 12
mue N.T.S.
LATCH&DEADBOLTDETAR HINGE DETAIL � m: JK
BNcL pRC gy. LI=S
OI4M9fC M0.: r
.STPJKEJAMB HINGE JAM6 FL -77184.5 `.
r
9 w J,Q e
4.56' -{
iIII�
F^-2.36• ---i-- 2.2"
BFAD 3SIDE
�rn+4
4S6" a
232'
tB Y
za SIDE1n'FSPACER
ZT HEAD85❑ LSSI.B
Poh'hbmlwn6
r
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QNrSrwNG 3NRESNOL-0
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5,
32 ADA 1111
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�OIIISWING Al) BUMP T7IRFSFfptp
BILL OF MATERL414
nFM! 139CWTM
MANNA
A
1X BUCK (SG r=0.A2]
WOOD -
8
2X 8 (SG k 0.42}
WOOD
C
F74 MAY,SHIAASPACE
96.
C m 3 d
e � maa
D
Prx 2374" ELCOOR ITW CONCRETE SCREW
STEEL
E
MASONRY -3,000PSI &UN.CON CRETECONFORMINGTOACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CLANCRETE
F
1/4"X2-1/4"PRH ELCO OR ITW CONCRETE SCREW
STEFJ.
G
3/16'X3-1/4' PFH ITW CONCRETE SCREW
STEEL
H
114 X 3-1 /41 ELCO OR BW WNCRETE SCREW
SLEET,
J
IXX3-3/4'PFHELCOORIIWCONCRETESCREW
STEEL
K
#9 X 2-3/2'PFH WOOD SCREW
STEEL
L
#10X21!2"PFHWODDSCREW(I.15°MIN.EMBEDMENTI
STEEL -
M
#8 X T PFH WOOD SCREW
STEEL
N
1/411314'PFHELCO ORTTWCONCRETE SCR EW
STEEL
7
FORCE WEATHERSTRIP (ENDURAJ
FOAM
8
COMPRFSSI4N WEATHERSTRIP OLON 650 (SCHLEGELJ
FOAM
9
4"X 4" BUTT HINGE
STEEL
10
#9 X 1" PFH WOOD SCREW
STEEL
11
#9X3/4'PFH WOOD SCREW
STEEL
20
FINGER JOINTED PWE FRAME, HEAD & HINGE JAMBS
WOOD
21
POLY FIBER JAMB
COMP. / VINYL
V
LATCH STRIKE PLATE
STEEL
28
DEADBCiLT 5TR1KEPLATE
STEEL
29 -P
SIDEIJTESPACER (ISSLB)
_VC
30
DOOR SWEET
PvC
31
OUTSWING THRESHOLD BY DEP (QOSH
ALUM. / WOOD
32
ADA THRESHOLD BY DLP (ISHCJ_
ALUM
33
INSWING THRESHOLD BY DLP (ISCS)
ALUM. / WOOD
34
SiDELTTE THRESHOLD BY DLP (ISH/ ®SI
ALUM• / WOOD
35
TRIM
WOOD
3d
DU,SW9dG ADA BLIMP THRESHOLD
ALUM.
4f1
DOOR PANEL -SEE DOOR PANEL DEI dLSHEET FOR CONSTRUCTION DETAILS
60
SIDEL ITE PANEL -SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
-
88
28REINFORCEMENT{CLF.AR PINE:SG >=0.49(
WOOD
4.56' -{
iIII�
F^-2.36• ---i-- 2.2"
BFAD 3SIDE
�rn+4
4S6" a
232'
tB Y
za SIDE1n'FSPACER
ZT HEAD85❑ LSSI.B
Poh'hbmlwn6
r
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333NSBQNG R_OID
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