HomeMy WebLinkAboutFL17184_R8_II_(e) Inst 17184.9 zSc. •••�.
as 0 �;
= VFW `r * 0;�=z LL.
z < o rn ao
5200 W. CENTURY BLVD. ;�� y; °'
LOS ANGELES, CA 90045 '�, U)
yy •-•• CAR 0
Z
P,` T�` U N tea)
"It CD
m
� o Z ° Z X
cV o 0) m 4)
3 GLAZED FIBERGLASS SINGLE DOOR a `� m a a
115.0 MAX.OVERALL FRAME WIDTH x �, r
w/ or w/out SIDELITES � E 0 °
37.25"MAX. 37.5"MAX. E o Z
OVERALL Q
FRAME WIDTH FRAME WIDTH Doa
INSWING/ OUTS WING CD
N
"IMPACT" 1.50" X o
Wz
z
GENERAL NOTES "o
w w z w
O oz
az QZ �� J ¢�
1. This product has been evaluated and is in compliance with the 7th Edition J N o xin
(2020) Florida Building Code (FBC) structural requirements excluding the < ? < o O . X O : �w N J w
"High Velocity Hurricane Zone" HVHZ . w � N
9 tY ( ) LU 0-Q0 Q
0 � 0 = �Ajl 0 o
4 2. Product anchors shall be as listed and spaced as shown on details.Anchor _ �? w o
q embedment to base material shall be beyond wall dressing or stucco. co ° = OX a o
3. When used in areas requiring wind borne debris protection this product ' m
complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an
Li Lj
o impact resistant covering.This product meets missile level"D"and includes OXO m m m
" Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2&
m
R301.2.1.2.1. x ° o 0 0
4. For 2x stud framing construction,anchoring of these units shall be the same o o 6 0
as that shown for 2x buck masonry construction. _ _ _
5. Site conditions that deviate from the details of this drawing require further XO o 0 0
D`
Qengineering analysis by a licensed engineer or registered architect. Q
o 0 0
N PRESSURE (PSF) DESIGN PRESSURE (PSF)
DESIGN a TABLE OF CONTENTS MAX. MAX. SIDELITE INSWING OUTSWING � w Z
SHEET# DESCRIPTION CONFIGURATION FRAME D.L.O. C N F Q
1 Typical elevations,design pressures&general notes DIMENSION DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE 0 Nco U3
o
a 2 Door panel details ^ z
z 3 Sidelite panel details and glazing detail X 37.5" X 82.0" N/A +50.0 -50.0 +50.0 -50.0 "' N
LU
z 4 Elevations DATE: 02121112 z
a 5 Horizontal cross sections OX/XO 76.25" X 82.0" 20.5" X 62.75" +50.0 -50.0 +50.0 -50.0 °w SCALE: N.T.S.
c 6 Vertical cross sections DWG. BY: JK m'
7 Vertical cross sections
OXO 115.0" X 82.0 20.5" X 62.75" + + CHK. BY: LFS 3
Q s Buck anchoring 50.0 -50.0 50.0 -50.0
9 Frame anchoring DRAWING NO.:
10 Bill of materials and components FL-17184.9 N
" ❑
v SHEET _L OF 10 O
v
G1
1.00 �. to
1.Q0" EXTERIOR 40" ` �: 6i Xt
0,1— U- m �
r��
•.• :'gy a m
` > ro z
TOP RAIL 1.58"--{ — ii1 '`` �� z m c
INTERIOR (COMP.) I i 0 04 ', m
HINGE STILE LOCK BLOCK(WOOD) 0 x Z 401
)
STILE REINFORCEMENT o z 0
Cellular PVC ��, m m
N (LVL) STILE REINFORCEMENT(LVL) Q n y0. p o a
3 HARDWARE CHART o v � m a a m
1 HORIZONTAL CROSS SECTION LATCH STILE N o C o
Z Cellular PVC N c 0
;zMANUFACTURER MODEL FOAM CORE o c LLi
(POLYURETHANE- o a° 3 o:
o LOCK: SIGNATURE SERIES 1.9 PCF MIN.)
o KWIKSEi DEADBOLT: SIGNATURE SERIES(780) cr
cr
STRUCTURAL SILICINE(DOW 995) 5/8 GLASS BITE Q
LOCK: YH COLLECTION co
YALE DEADBOLT. YH COLLECTION(80 SERIES) NON STRUCTURAL SEALANT EXT. i'J¢_
w KNOB: ^F^SERIES(F10)
is
SCHLAGE DEADBOLT: "B^SERIES(B60/62) 1"OVERALL GLASS THK. z o 0 0
3 1/8"ANNEALED GLASS o v, r ,;z
�� N
cLL0 35.75"DOOR 24 22"MAX _ 0.090"SAFLEX®PVB �
u WIDTH '`� INTERLAYER n w�'
FRAME WIDTH a m � , o
2 20.5"MAX. 1/8"ANNEALED GLASS o Q
2 D.L.O.WIDTH AIR SPACE 0
o
1/8"TEMPERED GLASS Gl <
p a
cy
.3 #7-19 X 1-3/4"PPH ALUMINUM SPACER Q > > }
SELF DRILLING SMS 3A INT. INTERIOR EXTERIOR m
8 /�/ NON STRUCTURAL SEALANT
t � = GLAZING DETAIL o � m
= W oao
Uj _ cn
_ ¢ O r
z
�
� x LdLU o
_ Q
LL Q 1 /1 0 Q
N O
Fh
Or,
M _ O
.p Win: I a- a- C10
Z
'n ^ rr',, --I--0.053" FIBERGLASS SKIN o
(0.075"THICK) w a
\\\ Ul
a / BOTTOM RAIL 1_ °p z
SEE HARDWARE TABLE �) 1 (COMP.) M N •- 0 o°
z 4.25'
w DATE: 02121112 Z
a (TYP.j
wJ OD!LITE FRAME 3A ODL L1TE FRAME SCALE: N.T.S. o
a D (Alum.) DWG. BY: JK m
p CHK. BY: LFS 3
Y 40 DOOR PANEL 2 VERTICAL CROSS SECTION DRAWING NO.:
Z FL-17184.9 0
N
aGi SHEET 2 OF 10
v
4c JJJ
2.50" �\\ ®(�Ji
to
1.00" EXTERIOR --.40" -. = "�' o�; ..i=_(3 to
$
'K < z ILL
ram.. v�j i��'• Z .r��' Q O�
TOP RAIL z o V)
(COMP.) JJ�III l i ,; 0cMv
INTERIOR
HINGE STILE LOCK BLOCK(WOOD) v 0 x z° 0
o �� Q m° � o!
Cellular PVC
M STILE REINFORCEMENT(LVL) a c o c w
STILE .
a toa m m
3 REINFORCEMENT LATCH o „ w
1 HORIZONTAL CROSS SECTION STILE �, „
(LVL) Cellular PVC o c z°
FOAM CORE ; 0
(POLYURETHANE- o oU° a
1.9 PCF MIN.)
N cr
STRUCTURAL SILICINE(DOW 995) 5/8"GLASS BITE Q
NON STRUCTURAL SEALANT EXT. cc Q
N 1"OVERALL GLASS THK. z o 00
1/8"ANNEALED GLASS o cn LU
35.75"DOOR �"' M z N
WIDTH _ 0.090"SAFLEX®PVB Ln� �
v 24.22"MAX. �� INTERLAYER a m M Lw Q
=
FRAME WIDTH 1/8"ANNEALED GLASS INTERIOR EXTERIOR Jwn Q
Z
3 20.5'MAX. AIR SPACE D
o F
D.L.O.WIDTH i/8'TEMPERED GLASS a a
0
3 #7-19 X 1-3/4'PPH ALUMINUM SPACER ¢ >
/ SELF DRILLING SMS 3A INT, m
o f�� NON STRUCTURAL SEALANT
C> U U
� � Gl GLAZING DETAIL m m m
or. d-
v 00
r U
0 Q p 1.8b" FIBERGLASS SKIN w o o 0
J
LL 0 U o x (0.075 THICK) ^ w
Of
0 3 o Q � U N o00
N / " i BOTTOM RAIL a qQ
~ (COM° " .I —0.063
_z0° °
a f/ 10 Eo CYL O I F
4� V _ ���W
0
Q C ^ U Z
0 o
Z U
Z
Q UAODL LITE FRAME DATE: 02121/12 04.25 (Alum.) SCALE: N.T.S.
W (TYP.)
ODL WE FRAME DWG. BY: JK m
D 2 VERTICAL CROSS SECTION CHK. BY: LFS
60 SIDELRE PANEL 3 DRAWING NO.:
a
FL-17184.9 0
N
a=i SHEET 3 OF 10 0
U
.. o O Z— lt. t7
. '-
i1�✓7 Z � 00
Z 00;
•., ' S .
? o tO Z
0 In
U cV q
v v 0 0 Z 0
Q p t J m C w
oLL
Ill a. aLL
° 0
- co O G w
1 2 1 2 1 2 1 2 1 2 oa ->Ta
6 6 7 7 b b 7 7 b b cr
cr
<11
Z Q O
c
In
m
i .7W U) W
5 3 Q-m Q
5 4 X 5 w
3 1 ® X 5 5 2 o X 5 4 v a 2 0 o o
0 5 $ 5 a 5 5 o a
U Y Y }
c
p » m
o mmm
N T � �
N
v a a a a a 0 0 0
cn
Z
3 4 5 6 3 4 5 3 4 5 6 3 4 5 3 4 5 6 ui 0
6 6 6 6 7 7 7 b b 6 6 7 7 7 6 A b 6 A 6 ^ � �
a ELEVATION (X) ELEVATION (XO-OX) ELEVATION (OXO) o 0 0
°-
CL
a
aaa
v
z
o m
Q ^ O Z
n N O O
z Z U
a DATE: 02121112 z
SCALE: N.T.S. a
w
V
DWG. BY: JK m
0
CHK. BY: LFS 3
Q
N DRAWING NO.: a
FL-17184.9 0
N
v SHEET 4 OF 10
U
CK
(TYP.) E EXTERIOR q E �;•' •, o
60 11 K `� � • �.. �
EXTERIOR z
° p 27 Ok
�
50
010 o ... z
° o de .. O M ++
> U N W
•-
o ° - ° 0 Z O z 0
m U) e. °� � N a tp d C W
40 00-
o a to O r m
a a a
7 m � LL
c' ® C p
o INTERIOR 8 Q w
INTERIOR a ° o o
° 7 40
CD
8 J 21 20 ° a a°
0.15"
1-1/4"MIN. A C
21 20 21 20 C'SINK D o z
e l 5" EMB. (TYP.) (TYP.) C
J
C-SINK 1-1/4'MIN. 0Cn r zw
o L (TYP.) EMB. (TYP.) m o cn
E B C 4 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION
�� w pcn
= 5 Outswing shown-inswing also approved 5 Outswing shown-inswing also approved a m Q U
Shown w/1 X sub-buck r a
HORIZONTAL CROSS SECTION_
0 5 Outswing shown-inswing also approved 0 Q
a a
61
NOTE: m
1. Spacing for item K:6'from ends 88
o and 6 more equally spaced along EXTERIOR 27 9 11 IT m
N sidelite (8 total). EXTERIOR K SEE NOTE 1
I
0 00 N
N r
SEE NOTE 1 K N L Z
z
2 www 0 a
_ tom-
i N (Z to D
OO O OO N
Z
O
Q
a iW- tW H Q O
Q Q Q t
� CL > CL
v
o m
a o tom ^
40 ��Z
by 40 7 60 o N N
LL `rerNQ
a\p
INTERIOR 7 INTERIOR 8 N o
z
Q 8 DATE: 02121112
SCALE: N.T.S.
21 20 L 21 20 L DWG. BY: JK m
c 3 HORIZONTAL CROSS SECTION CHK. BY: LFS
2 HORIZONTAL CROSS SECTION 3
a 5 Outswing shown-inswing also approved 5 Outswing shown-inswing also approved DRAWING No.: N
Shown with 2X reinforcement Shown with 2X reinforcement FL-17184.9 0
N
v
SHEET 5 OF 10
V
IL
a o
••.•� ` J tom° p
O Z
j in to
C, o 'rn
0 It
� m oN ° Em Z m cw
L
o
C w E - a d " ° `o o inn . zm
a a m a 0 It m aaw
- - - ° d U ;; tL
of 1 d o c °
J ° z3 E oZ
0 v .
LL
40 EXTERIOR
INTERIOR 0 a
A z �
o , c
'n Z �
7 20 21
m z
8 � w CC o
0
EXTERIOR INTERIOR �
a' 40 o cn V)
1 VERTICAL CROSS SECTION (� Lo
30 Co
32 20 21 `�c, M �
b Outswing shown-inswing also approved g
�m
w D O] Q U
E 8
° di EXTERIOR INTERIOR D o ,�
d a O x
d ° ° ° d ° 2 VERTICAL CROSS SECTION a
a °
d °
Outswing shown-inswing also approved
Shown w/1 X sub-buck
0 5 VERTICAL CROSS SECTION
INTERIOR b Shown w/ADA threshold
EXTERIOR N
INTERIOR EXTERIOR N N � z
40 wUi6 CS W o
Z
LL INTERIOR EXTERIOR
7 40 z
40 W W Ej
CL 30 _ 31 Q Q Q
33 z � za: ED
a. � a
E b
� � 3b � � E » >
_ N � W F �� Ld
m F Q
d
d O
° a ° ° a d ° ° ° ° a ° ° ° ° ° ° N Z
z d- ° a n ° ° 1 ° - -° ° d. - ° ° _ d a ° d d. Q ° ° e. °. d DATE: 02/2 1/1 2
° d
° ° ° d e ° e ° ° ° ° d ° d ^ °"d a - SCALE: N.T.S. �
a ^ ^ DWG. BY: JK m
c 3 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION CHK. BY: LFS 3
a -- DRAWING NO.:
b Inswing configuration b Shown w/O.S.ADA bump threshold b Outswing configuration N
FL-17184.9
o
c SHEET 6 OF 10 N
_) Q
U
E ° NOTE % I.
° 1. Spacing for item K: b"from each end
and at centerline (3 total). _ U ��.y
° a IT VIZ W 0)
.N.:7 O O) co
D ° may°:•. ' y�� Q h
® �{"
Z � a o °� c ° III •' .... `�� � > pjZ
C \w(D 0 of
o z oZ�
C Z N a C0 m c
� W
q � � o ° N� � � rm
IL
y m a a En
Ql
60 � m � „
.= w o c G
0
_ NZ _, �0 C
s SEE NOTE 1 K o N o a
20 21 SEE NOTE 1 K 21 20
N_
EXTERIOR INTERIOR EXTERIOR INTERIOR
o z
�o 0
M Z� �
.m 1 VERTICAL CROSS SECTION
0 7 Outswing shown-inswing also approved 2 VERTICAL CROSS SECTION &t F=-C0
7 Outswing shown-inswing also approved N(n 2 `>�`'
co
Shown w/1Xsub-buck gw o
a.CO a Q�
o
D O
N 0
O
D. 0-
INTERIOR EXTERIOR o m
0 INTERIOR EXTERIOR
21 INTERIOR EXTERIOR o
50
K SEE NOTE 1 0 0 0 0
SEE NOTE 1 V'
"2 SEE NOTE 1 o 60 z U]
LL 29 K 50 50 K 20 21 4
N _ t to � m
o Z z � 31 35 Zn o0o Z
F 34 �, wW 0
Q E QQQ
E � W � W F E � W � »
e e a. _ o- o p N J
w d e c a e- a .e. a .d a e - e e .e c °
a °w e e - e. a e n e. e d a - .. ° p ° n o e - e N 0 }❑
Q DATE: 02121/12
2
3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION SCALE: N.T.S.
7 Inswing configuration 7 Outswing configuration Outswing configuration DWG. BY: JK m
o CHK. BY: LFS 3
a
DRAWING NO.:
N
N FL-17184.9 0
c SHEET 7 OF 10
v
Cr
.`'
t1 0;�-- LL
Z �.• v:Fes- c;;;
Z o 0; rn
•�.• 1 0
1 odoot'
4" 4 0 z mz �
Z. E0 c w
a, 4" (TYP.) (TYP.) 4� o a in M 5 Ci = m
3: — r(TYP.) 8" 4 6. (TYP.) W It M d a U,
r. (TYP.) TYP.) (TYP.j I � E 0 Z
C Li
~l II II II
N ^ 1) a
• II II
II D �, L II II p v �
D
LL I I TYP.HEAD I I I I TYP.HEAD V 60 z
MASONRY TYP.HEAD MASONRY I 1 &JAMBS ?n cr
MASONRY I I I I &JAMBS
OPENING &JAMBS OPENING I OPENING 1 1 �� } c=>
o - - — 2X REINFORCEMENT 1 I 11 2X REINFORCEMENT-1 a!S m Q
SHOWN FOR REF. 11 1) SHOWN FOR REF. (1 nct� W
2X BUCK ONLY ONLY I I � a Q
2X BUCK I I X 2X BUCK I I I I o m
.3 ^ II Q � II II
Y '- :�E
II p II II - Uo
-3 v, U II it II o » m
- 0 II II II
.�.. I I .^:...• I I I I
o '• t -•: it ' ' II II � � �
O I sh
v• - 'w •fit•.
i �N � V)
c2 BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING w o 6 0
X OX/XO OXO m
LLd
N
m
o OO OO IO
a I. H hW-
a CONCRETE ANCHOR NOTES: ¢ Q `z
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
a- j a- U
2 edge distance to mortar joints.
m 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to N w z
a maintain the min.edge distance to mortar joints,additional concrete anchors N E- a
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. `" p
3. Concrete anchor table:
z ANCHOR ANCHOR: MIN.
MIN.CLEARANCE MIN.CLEARANCE w •- O °
Z U
w TO MASONRY TO ADJACENT: °
Z 1YPE SIZE EMBEDMENT
DATE: 12 02 21
a s EDGE ANCHOR z
W ITW ® 1/4" 1-1/4" 2" 4" SCALE: N.T.S. j
TAPCON DWG. BY: JK m
oDeWALT ® 1/4" 1-1/4" 1" 4"
a ULTRACON+ CHK. BY: LFS
DRAWING NO.:
WOOD SCREW INSTALLATION NOTES: N
N 1.Maintain a minimum 5/8"edge distance, 1"end distance,& 1"o.c.spacing of FL-17184.9
0
wood screws to prevent the splitting of wood. SHEET 8 of 10 N
v
Q
�n
i rn
4:• 0) •••�� �n
� v: d T �+ Z LL h
N Z 41:`/ F— O 01 00
z rn
. � ' 20;c10
3"(TYP.) 3"(TYP.) rri `�"'``` � > z°
6 TYP.
Oro
• 6-(TYP.) 6„(TYP.) c) m v "o z° 01
.. ... I oo z We
a q'.i •.. i CV t' E 0! m m
CL c p c W
(L m a. D. ti
CL < >- I I ¢ :30
_ 2X BUCK _ = (, 2X BUCK .o o �w
7
7
C. OMASNRY--7L �0PENOING J 1X BUCK MASONRY v 0 `�' J 1X BUCK `O MASONRY L 2X BUCK , J a
OPENING TYP @ OPENING J 1 X BUCK TYP.
;6 TYP.HEAD _ if
FRAME &JAMBS FRAME HEAD AND FRAME TYP.Q HEAD AND o
JAMBS JAMBS ¢ zo z—rY
o� o
0 2X BUCK TYP.Q SILL '" TYP.Q SILL N �j °, i m z
- 2X BUCK TYP.@ SILL N TYP.Q SILL G 2X BUCK TYP.Q SILL
N N am n Zi
F TYP. F I — a
F -- F F
3o D D ¢ 0 0
_ � - ow a
i — 0
d V a
n .
0 FRAME ANCHORING FRAME ANCHORING FRAME ANCHORING
)(}( OXO
o
X mmm
rn ell
oral
v
ii N N N cr)
v z
WOW O
oa U)
>
o
o N OO O OO
a CONCRETE ANCHOR NOTES: iW
a i. Concrete anchor locations at the comers may be adjusted to maintain the min. o 0 0
� edge distance to mortar joints. CL > > °z
0 2. Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to _
maintain the min.edge distance to mortar joints,additional concrete anchors G 1 X BUCK 1 X BUCK H N w z
a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 28 Q
3. Concrete anchor table: M 2X BUCK 2X BUCK K "' o
a .ANCHOR ANCHC3R MiN. MiN..CLEARANCE M1N.CLEARANCE N °p `� o z
TO MASONRY TO ADJACENT (j O o
z TYPE; SIZE EMBEDMENT 27 "' "� `�' ^ z n
EDGE ..-ANCHOR::::.:. M ch
a ITW DATE: 02121112 z
g ® 1/4" 1-1/4" 2" 4" o
TAPCON SCALE: N.T.S.
uDeWALT
RACON(+ 1/4" 1.1/4" 1" 4" HINGE DETAIL — DWG. BY: JK m
LATCH&DEADBOLT DETAIL CHK. BY: LFS
ITW
TAPCON® 3/16" 1-1/4" 1 3" 2X Buck DRAWING NO.: IY
a WOOD SCREW INSTALLATION NOTES: FL-1 7184.9 N
i.Maintain a minimum 518"edge distance, I"end distance,& i"o.c.spacing of STRIKE JAMB HINGE JAMB o
v wood screws to prevent the splitting of wood. SHEET 9 OF 10
v
LO
BILL OF MATERIALS 1to
�p- m
ITEM# DESCRIPTION MATERIAL = =
A 1 X BUCK (SG>=0.42) WOOD ' q_z
o
B 2X BUCK (SG>=0.42) WOOD I— (— .•� z
C 1/4'MAX.SHIM SPACE _ N 2.36" •- 2.7, ice'• �� E- o m
D 1/4'X 2-3/4'DeWALT OR ITW CONCRETE SCREW STEEL r //i J •• ``�� z o 00
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 2U HEAD&SIDE i�11 �t� 0 N . 41
:
E CONCRETE Jamb o c� o z° 01
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
F 1/4"X 2-1/4"PFH DeWALT OR ITW CONCRETE SCREW STEEL _ „ _ �, N o E 0 o m m
G 3/16'X 3-1/4"PFH ITW CONCRETE SCREW STEEL 4.56 0 o o V)M ? ° t m
�� �� �0 2.12' —�-I � � � m a a �
a; H 1/4 x 3-1/4 PFH DeWALT OR ITW CONCRETE SCREW STEEL � o
J 1/4"X 3-3/4"PFH DeWALT OR ITW CONCRETE SCREW STEEL � 0 r-Z
K #9 X 2-1/2"PFH WOOD SCREW STEEL `V o C a
CD L #10 X 2-1/2"PFH WOOD SCREW (1.15"MIN. EMBEDMENT) STEEL I
M #8 X 2"PFH WOOD SCREW STEEL h— 2.44' a r 2.13"
N 1/4"X 1-3/4"PFH DeWALT OR ITW CONCRETE SCREW STEEL 29 SIDELITE SPACER Of Ln
7 FORCE 5 WEATHERSTRIP (ENDURA) FOAM 21 HEAD&SIDE ISSLB �o Q
8 COMPRESSION WEATHERSTRIP QLON 650 (SCHLEGEL) FOAM Poly fiber jamb zo ww
.3 9 4"X 4"BUTT HINGE STEEL 0(n
0 10 #9 X 1"PFH WOOD SCREW STEEL °�-� J a
11 #9 X 3/4"PFH WOOD SCREW STEEL - - �m J�
= 20 FINGER JOINTED PINE FRAME, HEAD &HINGE JAMBS WOOD N M Do Q
21 POLY FIBER JAMB COMP./VINYL 4.5b 4.56 -{� ? o m
27 LATCH STRIKE PLATE STEEL I o ry
0 28 DEADBOLT STRIKE PLATE STEEL a a
cy' 29 SIDELITE SPACER (ISSLB) PVC
Q »_: 30 DOOR SWEEP PVC " )M
31 OUTSWING THRESHOLD BY DLP (QOSH) ALUM./WOOD
32 ADA THRESHOLD BY DLP (ISHC) ALUM. E oul m
33 INSWING THRESHOLD BY DLP (ISCS) ALUM./WOOD 31 OUTSWING THRESHOLD 33 INSWING THRESHOLD �0
34 SIDELITE THRESHOLD BY DLP (ISH/EIS) ALUM./WOOD QOSH ISCS o 0 0
N N N
35 TRIM WOOD .. z
co ri o O
36 OUTSWING ADA BUMP THRESHOLD ALUM. �, `" `'' `' V)
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 5" o ~ ~ ~ '
w
> 60 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 4.62" `' o 0 0
Q 88 2X REINFORCEMENT (CLEAR PINE:SG>=0.49) WOOD ti-
o00
z
32 ADA SILL N ^ LO F
a ISHC N Li z
I- a
z o 5 - SIDELITE THRESHOLD
O Z
N ISH/EIS "' N Oz o°
zz DATE: 02121112 °z
2 SCALE: N.T.S. °
u, DWG. BY: JK to
c CHK. BY: LFS 3
36 OUTSWING ADA BUMP THRESHOLD DRAWING NO.:
OSHC FL-17184.9 N
a
H O
c
SHEET 10 OF 10 N
V
K