HomeMy WebLinkAboutProduct Approval 2� 216
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GENERAL NOTES a °J
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1. This product hos been evaluated and is in compliance with the 2010 Florida Building Code � � °-w
(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to
e. base material shag be beyond wall dressing or stucco. a
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3. When used in areas requiring Wind bane debris protection this product complies with w
Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product p X O
meets missile level"Wand Includes Wind Zone 4 as defined in ASTM E 1996 and Section
s 1609.1.24 of the FBC.
4. For 2x stud framing construction,anchoring of these units shall be the same as that shown a a z
for 2x buck masonry construction. 2
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5. Site conditions that deviate from the details of this drawing require further engineering i]U�
o analysis by a licensed engineer or registered architect.
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$ TABLE OF CONTEMS
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SHEET# DESCRIP17ON n
1 Typical elevation,design pressures,&general notes E�V>»RAf7 f3>5lGht #E$SUf (P$ i
2 Door panel details SWltl� Fk+AM ...
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3 Horizontal cross sections _ SAM!NSTON_ FC1S1T11/E TtEGA71Ut wre 8J25 14 z
4 Vertical cross sections __.. b
m 5 Buck and frame anchoring-2X buck masonry construction INSWING 37.50"x 48.00" +65.0 -70,0 ssuz N.T.S.
6Frame anchoring-i X buck masonry construction MG.BY. AL m'
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7 811 of materials&componentsOUTSWING 37.50"x 46.50" +65.0 -65.0 CHIP.by_ rF ;
DRAWING N0. �
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1 >rS to FIBERGLASS DOORL/1. .a. Box 230 Valirn FL.33595
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[NO., DATE BY DOOR PANEL DETAILS drt nage.w thoAxouon No.9B1J
REVISIO -R Lyndon F.Schmidt.P.E.No. 43409
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1 m FlBERGLASS DOOR P.o.Bo:23o vairiaa FL.33596
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BUCK ANCHORING HINGE JAMS FRAME ANCHORING STRIKE JAMS
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� CONCRETE ANCHOR NOTES: jg
1.Concrete anchor locations at the comers may be adjusted to maintain the min. M u
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2 Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to
maintoln the min.edge distance to mortar Joints,additional concrete anchors ¢ ,�
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� may be required to ensure the MAX.ON CENTER"dimension are not exceeded. �
3. Concrete anchor table: o z
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CONCRETE ANCHOR NOTES: Mason 1X buck conshuction
o i.Concrete anchor locations at the comers may be adjusted to maintain t min.
edge distance to mortar joints.
2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to 6
maintain the min,edge distance to mortorjoinfs,additional concrete anchors 11 LL
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may be required to ensure the"MAX.ON CENTER"dimension ore not exceeded. w
3.Concrete anchor table: a <
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BILL OF MATERIALS z
ITEM DESCRIPTION MATERIAL
A 1X BUCK SG>=0.55WOOD J-1$r\ d
B 2X BUCK SG>=0.55 WOOD n' o Fly E
C 1/4"MAX.SHIM SPACE - «i S
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACICONCRETE F °_ °a
301 OR HOLLOW BLOCK CONFORMING TO ASTM C904" 456' 7Nn 4.5b"
F 1/ X 2-1/4"PFH ELCO OR CONCRETE SCREW STEEL �_ E 3
G 3/167 X 3-1/4"PFH(IW CONCRETE SCREW STEEL V1
H 1/4"X 3-114"PFH ELCO OR ITW CONCREFE SCREW STEEL
J 1/4"X 3-3/4"PFH'ELCO OR ITW CONCRETE SCREW STEEL l
L #10 X 2-1/2'PFH WOOD SCREW STEEL
M #B X 2-1/2'PFH WOOD SCREW STEEL FD s SIDE SEALANT SILICONE JymNo>tyD a SIDE
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7 WEATHERSTRIP FOAM
9 4"HINGE STEEL
10 #)0 X 314"PFH WOOD SCREW STEEL
20 JAMB FINGER-JOINT-PINE WOOD
21 POLYFTBER COMPOSITE JAMB POLYFIBER
27 LATCH STRIKE PLATE STEEL GI
28 DEADBOLT PLATE STEEL '1 0
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30 DOOR SWEEP - 4.y c± 4.56' a a
31 OUTSWING THRESHOLD BY DLP(QOSH) ALUM.!WOOD y
33 INSWING THRESHOLD BY DLP ISCS ALUM./WOOD CQ
_ 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS -
41 DOOR SKIN MIN.0.086-THICK)PLAST-PRO/NANYA Fy=11,063 PSI MIN. FIBERGLASS
42 TOP RAIL CELLULAR PVC
43 LATCH 8.HINGE STILE CELLULAR PVC
4d REINFORCEMENT WOOD FOR LOCKS LVL ( OI1TSw1N6 THRESHOLD 33 lNSwtNG THRESHOLD z
0 45 BOTTOM RAIL CELLULAR PYC gosH acs 2
46 FOAM CORE POLYURETHANE
a 47 HINGE STILE REINFORCEMENT LVL m
0 48 STILE REINFORCEMENT STEEL
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