HomeMy WebLinkAboutFiberglass Doorlast ro
5200.W. CENTURY,13LVD.
LOS ANGELES, CA 90045
OPAQUE FIBERGLASS DOOR
INSWING / OUTSWING
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GENERAL f4bTs
This -product has been evaludted,ohd is InicomplioncevAlh the Sth Edition (2014) Florida
Wilding Code, (FBC) structural reclOiremenis 6itcludlng the "High Velbcity Hurricane Zone?'
(HVHZ),
2. Product anchors -sholl be as listed and spaced qs shown on details; Anchor embedment to
base matedal shall be beyond walldressin g orstu co.
.3. When used In areas requiring v6no bome debris protection this product complies with
Section 16693'.2of , the FBC. and. does not require an impactt resistant covering; This product
meets missile. level "Wand Iricludes.Wind Zone 4 as-derined In ASN E 1996 and Section
1609.1.22of the FBC.
4. for 2Jx shid. frarriling construction; anchoring of these units shall be the some asthat shown
for 2x buck masonry construction:
Site . conditions that deviate from the details of this drowing requireludher engineering
analysis by a licensed engineer orregistered architect.
TAOUOFCONTENIS
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IDESCRIP11014
Typical elevation, design pressures, & general notes
.2
Door panel deldds
N.SHEET#
3
Hoftntal aoss seclidris
4,
Vertical cross sections
5
Buck and frame anchoring - 2X buck masonry construction
.6
Frame onchodna - I X b"ick mosoW conshiction
7
B111 Of rMtedcls & components
37,50- MAX, OVERALL
FRAME WIDTH
0 0
0
FRAME
W
INSWING 37.50"x 99.00' +65.0 40,0
OUTSWING 37.50" X KSW +65.0 -65.0
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'RldlentslPlastpr0. Inc PERh1AWNIXFlorida Product Approvals\FL-171&AC= Orawings\Curren11F4.17184,11-20,drg, 2.6
9525'MAX. DOOR PANEL HEIGHT
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UPDATE TO 5TH 'ED. (2014) FBC -
JX
NO
DATE
8Y
PLASTPRO
FIBERGLASS DOOR
PART OR ASSEMBLY-.
DOOR 'PANEL DETAILS.
p1D; 43409
F, Sehmidt43409
r BUILDING CONSULTANTS. INC.
P.O. 0oa ,230. 'Yoldco. FL 33595
Phone No,p 813.659.9197
FOPE• C.A., No. 9813
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No.43409
PRODUCT.
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-F7BER3SOOR
PE` No , 43S4e0h9m
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� BUILDING CONSULTAmz, INC.
PART OR ASSEMBLY.. �,,
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22/15
UPDATE.TO
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HORIZONTAL CROSS SECAQNS
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P.O.Boa 230 V 1 ico,- FL-33596
Phone No.; '8736u9.9791•
.REVISIONS
FOPE C.A, No: 9673•
U2614
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CCin6uiTA1JT0 ivc:
S1NED: 2014) FBC�
.JK
NO
..DATE .
BY
RgjffanfslP.tasipro, Inc PERMANEN"ori'da Poduct App-2!sNRk7184\C - D;-,ihqs%Cur(0t1fL17194.11-2D, AG
etY
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PRODUCT0. Doe awnta Pra"n,d By:
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Lyndon, F., SchmW V PLASMRO
-F14ERGL4SS DOOR P.E. f4o. '43409 3 111%
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ixt`it 'PART OR ASSEMBLY: BUILDING cojym
t in 1 04722/7-5 UPDATE -TO 57H ED. (201
4. NO. DATE BY YN Phona VER71CAL CROS- SECTIONS P40; S.K;2,30. Vbld.., FL 33595
REVISIONS FBPE CA No. 9813813.659.9192
LJ 21314 RM. 8-1— 1...
MASONRY
OPENING
2x BUi
EUCKANCHORING HINGEJAMS
CONCREFEANCHOR NOTES:
I.. Concrete anchoclocaffons at.the comers maybe. adlusfedto maintain the min:
edge'ditonce'to morfafjdints
2..Concrete.anchor locations noted os. MAX. O,C: (TYP:)" mustbe adjusted to
malnfoln-the min. e;fge distance to modarjointsradditional concrete onchou
may be.iec u rea 16 ensure the'MAX. O.C. [A'P.J"dimensfan:gre not exceeded.:
3. Concrete anchor table:
AlfCNOtt
ANGHOR'
MINs
MIN,CCEARANCEx
r0 MASONRYR
MfN CIFARANCl.
70 r1DJACENi
':TYP):'
-SIZE
;EfNBEDhfEid7
,Ei?GE'.
_>.M.,�ANCNOR: ,-
ITW.
TAPCON
/
2"
4"
ELCO
.ULTRACON
. 1/4"
Mointoln,
P' end dis
screws to
a
TYP.. HEADrB.
JAMBS "
14ASONRY, - ,
OPENING
Z G
FRAME
2x
TYP,,
SILL
FRAMEANCHORING STRIKEJAMB
Mosor ry 2X buckconslEuciion
M . 28
M 27,
NOTES:
e distance;
;'ing of woo LATCH
3 DEA1)ROLTDETAIL
of woad.
u i=
"C.fly: AL 4
mK. m LF& 3
_
OFAtyIHC NDa a
FL—T7784:T6
HINGE DETAIL
SHEET. S 01 %. N
TYP. HEAD & g m x Z 4
MASONRY JAMBS
c, OPENING
. d = m
HINGE DETAIL m a a 4
�c
2& fo ma`
G � PFRAME.. ;
m OV:
5� C
MUCK
C , a
s>
m
TYP.
LATCH 6:DEADBOLTDETAIL F ,Spy
okulid
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GONCRETEANCHOR NOTES. "
'I. Concrete anchor tocallons•ot the'comers: may he adjusted to maintain the mfi' HINGEJAMB a v, STRIKE JAMB m
edge distanco to martar]olnt& fRAMEAHCHORING n
2. Cancrefeonchorfocdlicns.tiofedas"MAX.,ONCENMR"'must.be.odjusled.fo o
maintan ftio rnln edge;distance fo, mortar]oinfs additiotipt concrete.arichors Mosonjy A buck cansf ud ion La
maybe required to ensure the WAX: ON CENTER"dlmension are not exceeded.
a Concrete anchor table: Z.
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1. 9 P FL-17184.16 °
wood screws fdpre�enf the splitting of woad. °
. sxa:r fi ce 7
gt�CHOft,
ANCHOR'.
M(N
MIN CLEARANCE
TOMASONRY`�
MIN CLEARANCE;
TOAQJACENT .•
,;,TYPE
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5(2•E
..........
EM6EDMENI`
�. .::.. .......::.
EDGE..:.,:.....
TdpcoN
ELco
4"
UITRACON.
TAPCON.
WOOD SCREW INSTALLATION NOTES:
Malnfoln-amlnlrwium5/8"ed'edisidace,;l"entidisfanca.&-t"o.c.s pacing
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21 Potyfiberlomb
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33 ISCS
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DRAM Hm:
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slicer' 7 0; 7
BICLOPMATERTALS
ITEM DESCRIPTION MATERIAL
A
1XBUCKSG> 0.55
WOOD-
B �
2XBUCKSG> 0.55 ._
WOOD
C .
1/4"MAX.SHIMSFACEI
0
1i4"X 2.3ld":RFH ELCO OR RW CONCRETE SCREW
STEEL
E
MASONRY 3 006 R5I MIN. CONCRETE GONF.ORMING TO ACI
301 OR HOLLOW BLOCKCONFORMINGTO..ASTM C90
CONCRETE
F' '
1/4" X2-114' PFH ELCO'OR CONCRE[ESCREYV r
STEEL
G
3/16"X'3,1/d"PFHITIYCONCRETESCREW y
STEEL `
H
1/4"'X3-1/4'°PFHELCOORf(WCONGRETESCREW
STEEL
.J
7%4" X 33J4"PFH ELCO`OR BY�kCONCRETE SCREW
'STEEL
L
# 10 X 2-1 /T PFH. WOOD SCREW
'STEEL
M
#8 X 2-172 PFH WOOD SCREW
STEEL
:6
SEALAM
SILICONE '
7 ;WEATHERSTRIP
FOAM
9 .':4'":HINGE
.
5TEE!
10
',#10X3/4"PFHWQOD.SGREW
STEEL-
20'
JAMBFINGER-:JOINT-'PINE ..
WOOD
21
FOLYFIBERCOMPOSQEJAMB
P.OLYFIBER
2Z
IATCH STRIKE PLATE
STEEC
28:
DEADBOCiPLATE'
STEEL
30
DOOR SWEEP
-
31 .
'OUTSWING THRESHOLD BY.DLP QOSH)
ALUM: /WOOD
33�
INSWING THRESHOLD BY OCP` ISCS
ALUM. PWOOD
40 '
DOOR PANEL -SEE DOOR PANEL DETAILSHEET FOR CONSTRUCTION DETAILS'
41 '.
DOOR SKIN MIN:0.086'.'•THICK "PLAST PRO/NANYA E .-11,063 PSI MIN.
F,IBERGIASS
42:
TOP'RAIL
CELLULAR PYC
43
'LATCH&HINGESTILE
CELLULAR PVC'
44 _
,Rl3NFORCEMENT;WOODFDR COCKS.
LVC
45
;BOTTOM RAIL
CELLULAR PVC
d6
FOAM CORE
'J'OLYUREIHANE
47
.HINGE STILE REINFORCEMENT
LVL
48:
STILE REINFORCEMENT
STEE!
tki S-TINGAOUS , E