HomeMy WebLinkAboutPRODUCT APPROVAL - GLAZED FIBERGLASS SINGLE DOOR • RECEIVED
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GLAZED FIBERGLASS SINGLE DOOR 115.0"MAX.OVERALL FRAME z
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INSWING/OUTSW►NG FR�wtevrIDTH 150. FRAMEWIDiH �
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GENERAL NOTES h
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1. This product has been evaluated and is in compliance with the 6th Edition 9 0 O � tv Ed
Florida Building Code(FBC)structuralrequirements excluding the d"' ct e °gm �
°High Velocity Hurricane ZonEf(HVHZ]. � 9 o a
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2. Product anchorsshall be as toted and spaced as shown on details.Anchor �', OX it a
embedment to base material shag be beyond wall dressing or stucco. ° C. a
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3. When used in areas requiring wind bome debris protection this product m
complies with FBC Sections 1609.12&R3012-12 and does not require an
impact resistant covering.This product meets missile level°D"and Includes �
Wind Zone 4 as defined in ASTM E1996 and IBC Sections 1607.12-2& OXO x o
R301.2.12.1. • N N N v Z
4. For 2x stud framing construction,anchoring of these units shag be the same
as that shown for 2x buck masonry construction. XO
S. Site conditions that deviate from the details of this drawing require further
engineering ah b a licensed engineeror registered architect. a
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TABLE OF CONiENTS MAX. MAX.SIDELITE DESIGN PRESSURE(PSI)
SNEETtt DESCRIPTION CONFIGURATION FRAME D.L.O. OUTSWING N rw a
1 taro elevations,design pressures .genera notes
DIMENSION DIMENSION POSITIVE NEGATIVE a a o
2 Door panel deta➢s and gioring dotal _
3 Sidelite panel details and glazing deton X 37.5"X 98.0" 20.5"X 78.25" +50.0 -50.0 1N z n
DAM 02 21 12 i
4 BevaHons scAm N.T.S. 5
5 Horizontal cross sections OX/XO 76.25"X 98.0" 20.5"X 78 25" +50.0 -50.0 s
6 Vertical class sections C'°•BY- JK m
7 Vertical cross sections
8 Buck anchoring OXO 115.0"X 98.0" 20.5°X 78.25" +50.0 -50.0 �W.NO.LIS 3
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9 frame anchoring
FL-17184.1
10 Hardware details °
11 BBlof ma erials and win onents 9+rEr 1 oF� a
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STRUCTURAL SILICINE(DOW 975)
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F DEADBOLr. SLGNATRE LEMOIES(780] 24.22'MAX. NON STRUCTURAL SEALANT EXT.
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DEADBOM YHCOLLEMONIMSEUES) F�D.
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KNOB: 'F'SSUES(Flo) 206.MAX. 1/8'ANNEALED GLASS oQ c,
SCNIAGE DEADBOIi•. -V SERIES(EW162) LO.WIDTH GI I
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FIBERGLASS DOOR r'Q N.. 10109 ��/ /D�AL
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PART OR ASSEMBLY: /��/��BUILDINGS CONSULTANTS I INC.tt
04 22 15 UPDATE 70 STH ED. 2014 FBC SIDELITE PANEL DETAILS VY P•O. Box 230, Valrico, FL 33595
tv NO DATE AND GLAZING DETAIL Phone No.: 813.659.9197
REVISIONS F19PE CA. No. 9813
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Fl9ERGLASS DOOR P..E�. No. 43409 �Ip�A41fIp,P,\\`�
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N NO DATE BY lll///YYY Phane No.: 813-659.9197
REVISIONS FSPE C.A. No. 9813 -
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5 Outswing shown-Inswing also approved
8 1 HORIZONTAL CROSS SECTION of o
§ Outswmg shown-inswng also approved ~
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NOTE 88
1.Spacing for item K:6"fromends 11
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a sidelite(10total).
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PLASTPRO INC. Lyndon F. SChrnldt 10, •••• � �',G.````��
I°I Z MSERGLASS 000R F E m No. Q408 v
UPDATE TO 6YH ED. 2017 FHC JK PART OR ASSEMBLY: /� BUILDING CONSULTANTS, INC.
1 4 22 15 UPDATE TO 57H ED. 2014 FBI JK VERTICALCROSS SECTIONS d l� phone Box 230, Valriao, FL 33595
t,1 NO DATE BY Phone No,: 673.659.9197
REVIS O 5 FSPE CA. No. 9613
02D12 R.W.BUILDING CONSULTANTH INC. e
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EXTERIOR INTERIOR EXTERIOR INTERIOR
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1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 0:
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0 7 Outswing shown-inswing also approved
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inswing configuraion 7 Outswing configuration r Outsving configuration
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BUCK ANCHORING BUCK ANCHORING SUCK ANCHORING 2
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CONCREfEANCHOR NOTES: o 0
a 1.Concrete anchorlocaffons at the corners maybe adjusted to maintain the min. >
>; edge distance to mortar oinfs. -
2 Concrete anchor focoffons noted as•MAX.ONCENTER•mustbea�ustedto .n.'n W
maintain the min.edge distance to modar/ofnls,additional concrete anchors
maybe required to ensure the"MAX ON CENTER"dimension are notexceeded. o
3.Concrete anchor table: D Z
ANC%10R ANCHOR 'W MIN CL(cARANCE. M1N£LEARANCE.
TYPE SIZE >MBEbMENK TO MN52MY 7C1 ADl/10ENF.:, DUE 02 21 12 i
.:._.._:... ..:: _ "EdCE'.. - ..-ANC116R- SCALE. N.T.S. 9
Fa IiW ® 1/4° 1.1/A" 2" 4"
$' TAPCON ORc.9t: JK m
S ELC0 a 4" asc Err. LFS 3
FF ULTRACON
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WOOD SCREW INSTALLARON NOTES:
a i.Mafntalnominfmum5/8•edgedMance,l°enddIstance,81"oc.spaclrtq of FL-17184.1 N
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>c wood screws to prevent Me spgtNng of wood. aim 8 oF,L
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CONCREfEANCHOR NOTES: R p-
1.Concrete anchorlocatlons at the earners maybe adjustedto malntarn the m1n.
edge d(dance fo modarjolnis. $o
2.Concrete anchortacatlons noted as"MAX.ON CENWrnust be adjustedto
malntala themh edge distance to matarjotnts addlll=l conaete anchors n
maybe requaed to ensure the'MAX.ON CENTER"dimendon are not exceeded.
3 a
Conc rele anchor table
:;MIN MIN C(FARANCE MIM:CLWANCE o
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WOOD SCREW INSTAL AWON NOTES; rc
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N NO DATE BY P.o. Baz 230, Volrieo, R 33595
Phone t�o.: 813.559.9197
REVISIONS_ FSPE CA No. 9813
®20 12 R.W.BUILDING CONSULTANTS INC.
6111OFMATERIALS `p� O'er
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ITEM 9 DESCRIPTION MAIERIAC =V t;; *
A I X BUCK(SG>=0.42) WOOD z
B 2X BUCK(SG>=0.42) WOOD II I :W: •q: =aM
C 1/4 MAX SHIM SPACE _ r
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D 114"X 2314"ELCO OR ITW CONCRETE SCREW STEEL
_ MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 20 a
HEAD 8 SIDE UII t�� o M°O z
—CONCRETE— _Janb °_E_ 301 OR HOLLOW BLOCK CONFORMNG TO ASTM C9D b v z ozo
F 1/4"X 2-114"PFH ELCO OR ITW CONCRETE SCREW STEEL ate•• a �° 9 0 oa
G 3/16'X 3-1/4"PFH ITW CONCRETE SCREW STEEL �— o o (�—2.12'—� \` Q a �' m d n`.0
H 1/4"X 3-1/4"PFH ELCO OR ITW CONCREfESCREW STEEL v = o
J 1/4"X 3314"PFH ELCO OR ITW CONCRETE SCREW STEEL
K #9 X 2-I/2"PFH WOOD SCREW STEEL
—L 410-X-2-117P-FH-WOOD-SCREW-(1.15-MIN.EMBEDMENT) STEEL
M #8 X 2"PfH WOOD SCREW STEEL ��2.44- 2.13"--I
N 1/4"X 13/4"PFH ELCO OR ITW CONCREfESCREW STEEL
SIDEUIE SPACER
7 FORCE 5 WEATHERSTRIP(ENDURA) FOAM 21 HEAD a SIDE 29 ISSLB �o
8 COMPRESSION WEATHERSTRIP QLON 650(SCHLEGEL) FOAM Payfiberlamb zo w
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9 4"X 4"BUTT HINGE / STEEL sg m CL
10 #9 X I"PFH WOOD SCREW STEEL
11 #9 X 3/4"PFH WOOD SCREW STEEL �`"'
20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD
21 POLY FIBER JAMB COMP./VINYL 4S6"
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27 LATCH STRIKE PLATE STEEL o l
JI' 28 DEADBOLT STRIKE PLATE STET- a
4 29 SIDELITE SPACER(ISSLB) . PVC m
30 DOOR SWEEP PVC
31 OUTSWING THRESHOLD BY DLP(QOSH) ALUM./WOOD
32 ADA THRESHOLD BY DLP(ISHC) ALUM.
0 33 INSWING THRESHOLD BY DLP(ISCS) ALUM./WOOD 31 OlIT QOSHSWI VG THRESHOLD 33 GCS E G THRESROID
34 SIDELITE THRESHOLD BY DLP(ISH/EIS) ALUM. WOOD $
35 1 TRIM WOOD E]B _
12 12 36 OUTSWING ADA BUMP THRESHOLD ALUM. �, _
a 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS -
60 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 4.62""I R
88 2X REINFORCEMENT(CLEAR PINE'SG>=0,49) WOOD
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