HomeMy WebLinkAboutOPAQUE FIBERGLASS DOUBLE DOORplastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
OPAQUE FIBERGLASS DOUBLE DOOR
INSWING / OUTSWINKG
,,immcr
GENERALNO _--1E4
1. This product has been evaluated and 4 In compliance with the 5th Edition (2014) Florida
Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone"
(HVHZ),
2, Product anchors shall be as listed and spaced as shown on details. Anchor embedment to
base material shall be beyond wall dressing or stucco,
3. When used In areas requiring wind bome debris protection this product compiles with
Section 1609,1 .2 of the FBC and does not requite an impact resistant covering. This product
meets missile level Tt'and Includes Wind Zone 4 as defined In ASTM E 1996 and Section
1609.1.2,2 of the FBC.
4, For 2x stud framing construction, anchoring of these units shall be the some as that shown
for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drowing require further engineering
analysis by a licensed engineer or registered architect.
TAKE OF CONIM
SHIEr#
DESCIOMION
I
picalatevation, des n ures, & general notes
2
Door panel details
3
Horizontal cross sections
4
Vertical cross sections
5
Buck and home anchoring - 2X buck masonry construction
hoft - I X buck masonry construction
�7 �J!&
details
al f�: rials & cam Hants
1111 of mate
SWING
OVERALL
FRAME:
-DIMENSION
DESIG N PRESSURE, (PSI)
POSITIVE
NEGATIVE
INSWING
74.00" x 82.00"
+50.0
-50.0
OUTSWING
I 74.00,x 80.W
I , +M0
40.0",
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SCALE: N.T.S.
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35.75' MAX.
DOOR
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HO tLNTAL QP E„S CTION r HdRIYONTAL CROSS SECTION 3 HORIZONTAL CROSS SEC71dIV uaawNc +o: �
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also approved also approved also approved N
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DATE: 9/25/OS i
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4 Inswing configuration q Outswing configuration CHK. Ov: LFS 3
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CC>NCRETE ANCHUR NOTES: - 2.09" En
1. Concrete anchor locations at the carvers maybe adjusted to maintain the min. DETAIL 0
edge distance to mortar Joints.
2, Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to HOLE 9
maintain the min. edge distance to mortar joints. additional concrete onchors 316" DIA. i
may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded, 1
9. Concrete anchor table: —_ — w Z
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AtYCNOR ANCtit?R. MIN. MIN,
CLEARANCE
MIN. CLEARANCE
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Masonry 1 X buck construction N
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CONCRETE ANCHOR NOTES: 'u
1. Concrete anchor locations at the comers may be adjusted to maintain the min. 2.0r
0
edge distance to mortar joints.
2, Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to 0
maintain the min. edge distance to mortar joints, additional concrete anchors DETAIL 2 5 $
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded, a
3. Concrete anchor table: HOLE w z'
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ATE: 9/25/08 Z
SCALE N.T.S. °
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3/8 DIA. CHK. By: LFS 3
WOOp SCREW INSTALLATION NCiiE4; DETAIL I DETAIL 1 O uwiND NO.: �
1. Maintain a minimum 5/6" edge distance, I" end distance, & 1"o.c, spacing of Inswingconfiguration OutsMn confi uration °
wood screws to prevent the splitting of wood, 9 9 FL-17184.14 N
SHEET 6 DE 8
ANCHOR.
`ANCHOtt'
MEN.'
MIN. CLEARANCE
MIN. CLEARANCE
TYPE.
SIZE
EMBtDMENT
TO MASONRY
TO ADJACENT .
'
EDGE`
ANCHOR,
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ULTRACON
TYP.
os
2
11.25"--- L 11.25"
32.25- 31.5'
.... . ......... .. . ..... 35.25'
37,7S'--
ASTRAGAL SCRCW LOCATIONS
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20.00(Y'
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00.346" 1
600 AMAMI- SLIDE DOLT ROD
Typ. top & WHom
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DPAWING No.:
FL- 1 7184.14
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FL-17184,14 '
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SWEET $ OP $ N
811i OF MATERIALS
ITEM
DESCRIPTION
MATERIAL
A
1 X BUCK SG > = 0,55
WOOD
r
B
2X BUCK SG >= 0.55
WOOD
C
I /d"MAX. SHIM SPACE
-
D
i /4" X 2-3/�" PFH �1C0 OR ITW CONCRETE SCREW
STEEL
E
MA50NRY - 3,OOD PSI MIN. CONCRETE CONFORMING TO ACI
301 OR WOILOW BLOCK CONFORMING TO ASTM C40
CONCRETE
- �
i /A" X 2-I /A"PFH ELCO OR ITW CONCRETE SCREW
STEEL
G
3/1 d" X 3-1 /A"PFH ITW CONCRETE SCREW
STEEL
H
I /4" X 3-i d" PFH ElCO OR ITW CONCRETE SCREW
STEEL
J
1 /A" X 3-31+I" PFH�ELCO OR ITW CONCRETE SCREW
STEEL
L
# 10 X 2-i /2" PFH WOOD SCREW
STEEL
3
ASTRAGAL_ STRIKE PLATE � HEAD
STEEL
8
SEALANT
SILICONE
i
WF.ATFi�RSTRIP
FOAM
9
d"HINGE
EEL
i p}'
# 10 X 31d"PFH WOOD SCREW
STEEL
?0
JAMBFINGER•JOINT_ PINE �_
WOOD
21
POLYFIBER COMPOSITE —JAW"""""'
POLYFiBER
23
#B X 3" PFH WOOD SCREW
STEEL
i
LATCH STRIKE PLATE -
STEEL
2B�
DEADBOL7 PLATE
_
STEEL
30
DOORS SWEEP
-
31
33
OUTSWING THRESHOLD BY UP QOSW
INSWING THRESHOLD BY DLP (ISCS)
ALUM. /WOOD
ALUM. /WOOD
�0
—DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
-
�if
DOOR SKIN�MIN. 0.075' TWICK) PLATT PRC7/NANYA FY = 11,063 PSI MIN.
�
FIBERGLASS
R42
70P RAIL
CELLULAR PVC
A3
LATCH & HINGE STILE
CELLULAR PVC
d&
�
REINFORCEMENT WOOD FOR LOCKS
WOOD
45
BOTTOM RAIL
CELLULAR PVC
Afi
FOAM CORE
POLYURETHANE
47
LATCH &HINGE STILE REINFORCEMENT
LVl
b0
�ASTRAGAI 60d3-T5 ALUMINUM BY DLP
ALUMINUM
di
CONCEALED STIFFENER dOb3.76 ALUMINUM BY PLASTPRd
ALUMINUM
�..62
SLIDE BOLT ROD
STEEL
b3
#8 X 2" PPH SCREW
STEEL