HomeMy WebLinkAboutProduct Approval FiLL", `. Z 0 2011
o"i P I a s -T- p r o
5200 W. CENTURY BLVD. m g
LOS ANGELES, CA 90045
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{II.� 74.00"MAX.OVERALL FRAME WIDTH
GLAZED FIBERGLASS DOUBLE DOOR
INSWING/OUTSWING
"IMPACT" �o
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GENERAL NOTES rs O �� m
1. This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)
structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). v O of m
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base
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� material shall be beyond wall dressing or stucco. G m.
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O n 3. When used in areas requiring wind borne debris protection this product complies with Section O� �
1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile
s level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.4 of the FBC. $ b
4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x $ � � z
8 buck masonry construction. i i vo—
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5. Site conditions that deviate from the details of this drawing require further engineering analysis
9 by a licensed engineer or registered architect.
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TABLE OF CONTENTS
SHEET# DESCRIPTION a
1 Typical elevation,design pressures,&general notes Qo
e 7 Door panel details OVERAit OVERaFC GLASS fSESfGN ERESSME(pS�1, o v
3 Horizontal cross sections SANG PRAh1E p k p
v 4 Vertical cross sections 11NE!1t3fgN[.„,.,;.DfMENSICIN _::7-:TYPE Pt751716TE _NEGA7l17E;,. mm- 4/25/14
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LL 5 Buck and frame anchoring-2X buck masonry construction sr g
a 6 Frame anchoring-1X buck masonry construction
INSWING 74.00”x 82.00" 20.50"x 62.75" +50,0 -50.0 N.T.S.
7 Astragal details G7
M.ar AL m
8 Bill of maferiols,glazing detail&components OUTSWING 74.00"x 80.50" 20.50"x 62.76' +$Q,Q -$Q,Q [FL—
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PANEL WIDTH L ( T o
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D.L.O.WIDTH F5 B a
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DUDS 0LL SIGNANRESERR (988 M'� 8 25 14
YALE LOCK: YH COIL=ON 2 VERTICAL CROSS SECTION o N=A m
DEAD80LT. YH COLLWRON(80 SEIUES) �—
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SCHtAGE DEADIOLD B60{62 ` a
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1 VERTICAL CROSS SECTION N 30 32 � 2 VERTICAL CROSS SECTION gad
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N 4 Inswing configuration q Outswing configuration a's LFSIr
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TYP.HEAD I I 8 JAMBS rN, MASONRY TYP.HEAD 8 I I 27 g g m P Sv LL
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OPENING I I "' OPENING JAMBS
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ASTRAGAL ASTRAGAL
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BUCK ANCHORING HINGEJAMB FRAME ANCHORING ASTRAGAL STRIKE JAMB o
Masonry 2X buck construction a a mm
HINGE DEFAIL m
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CONCRETE ANCHOR NOTES: HOLE
1.Concrete anchor locations at the comers maybe adjusted to maintain the min. 3/8"DIA. z
% edge distance to mortar joints.
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to rw <
' maintain the min.edge distance to mortar joints,additional concrete anchors o �
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. i
a 3. Concrete anchor table:
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MASONRY JAMBS I I o< HINGE DETAIL ';o
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Masonry 1X buck construction ai
CONCRETE ANCHOR NOTES: 2.09"
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1.Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to DETAIL 2 i
maintain the min.edge distance to mortar joints,additional concrete anchors w i
may be required to ensure the"MAX. OLE
AX.ON CENTER"dimension are not exceeded. HOLE
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3. Concrete anchor table: o
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ITYV ® 3/16" 1-1/4" 3" 1-1/2" Inswing configuration Outswingconfiguration FL-17184.24 0
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$y Q 4 PRODUCT: Document. Pmpamd By:
t� f� PLASTPRO INC. �p ILDING CONSULTANTS, INc,
0o FIBERGLASS DOOR r� 0.Bo.230 valdao FL.33595
Phone No.:013.659.9197
m r y PART OR ASSEMBLY: Florida Board of Profe.etonal Engin am
{. fA -.. CertificateW zation �3
Co 41 ND DATE BY ASTRAGAL DETAILs
REVISIONS Lyndon F.Schmidt. P.E.No.43409 Y
®21314 R.W.BUILDING C-1.1-INC.
BILL OF MATERIALS
REM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL
A 1 X BUCK SG>=0.55 WOOD 21 POLYFIBER COMPOSITE JAMB POLYFIBER n o n
B 2X BUCK SG-0.55 WOOD 23 #8 X 3"PFH WOOD SCREW STEEL z n m Al
C I /4"MAX.SHIM SPACE 27 LATCH STRIKE PLATE STEEL ,5 a z
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT PLATE STEEL m o z
zQ W
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 30 DOOR SWEEP o$ d
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 31 OUTSWING THRESHOLD BY DLP ALUM./WOOD o-1;2 c
F I 1/4"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 32 ADA THRESHOLD ALUMINUM E
G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD BY DLP ALUM./WOOD
H 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
J 114'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 41 DOOR SKIN MIN.0.075"THICK)PLAST-PRO/NANYA Fy=11,063 PSI MIN. FIBERGLASS u 'a rL Ass v
L #10 X 2-1/7'PFH WOOD SCREW STEEL 42 TOP RAIL CELLULAR PVC ;o
N 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 43 LATCH&HINGE STILE CELLULAR PVC E
3 ASTRAGAL STRIKE PLATE Q HEAD STEEL 44 REINFORCEMENT WOOD FOR LOCKS WOOD
6 SEALANT SILICONE 45 BOTTOM RAIL CELLULAR PVC
7 WEATHERSTRIP FOAM 46 FOAM CORE POLYURETHANE z
9 4"HINGE STEEL 47 LATCH&HINGE STILE REINFORCEMENT LVL n�
10 #10 X 3/4"PFH WOOD SCREW STEEL 51 ODL LITE FRAMEALUMINUM o Uz
20 JAMBFINGER-JOINT-PINE WOOD 52 #101-3/4"PFHSCREW STEEL ?Q 40
53 GLAZING COPOUND REDI-SEAL BY ODL,POLYMERIC FOAM P/MERIC FOAM oo(n } F o
54 STRUCTURAL SILICONE DOW#995 SILICONE o
55 SCREW PLUG ct: �
60 ASTRAGAL 6063-T5 ALUMINUM BY DLP ALUMINUM a� oZt
61 CONCEALED STIFFENER 6063-T6 ALUMINUM BY PLASTPRO INC. ALUMINUM �I
62 SLIDE BOLT ROD STEEL o m
7 63 #8 X 7'PPH SCREW STEEL a a
3 �
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v r 4.56'
4.56" �{�
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3/4"GLASS to
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t 53 1"OVERALL vi
HEAD d SIDE HEAD d SIDE 37 ADA SILL 53 54 GLASS THK.
3 YO Jamb 21 Polyfibetjamb LSHC m
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0 1/9"TEMPERED GLASS
AIR SPACE o
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1/8"ANNEALED GLASS w z
0.090°SAFLEX®PVB o
0 4.56" c–'! 4.56' Q INTERLAYER i
1/8"ANNEALED GLASS z o
53 53 DAhc 8/25/14
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GLAZING DETAIL sum N.T.S.
GI Dwc.BY.. AL m
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2 aa.BY. LFS 3
1 UiSWING THRESHOLD 33 INSWING THRESHOLD o�6 NO.: v
p� 3 QQ51 LSCS FL-17184.24 0
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