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5200 W.CENTURY BLVD.
LOS ANGELES,CA 90045
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74D0'A1Ak.OVFRALL 2AME WIDTH
OPAQUE FIBERGLASS DOUBLE DOOR I~ ~I
INSWING/OUTSWING
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GENERAL NOTES
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a 1, This product has been evaluated and Is fn compliance Mth the Sfh EdIBan{2714)Florida
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Building Code(FBC)structural requirements excluding the'Nlgh Velocity Hurricane Hurricane Zone
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� 2 Product anchors sho9 be as%tedand spaced as shown on details.Ancharemhedmenf to �
base maters shoo be beyondwo0 dressing or stucco. 4 m
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3. when used In areas requiring wind borne debris protection tilts product compiles with Q o
Section 1609.12 of.1he FBC and does not require an impact resistant covering.This product '
meets,missle lovel'V and Includes Wind Zone 4 as dented In ASIM E 1996 and Sermon g
1609.1.22 of the FRC. a R N
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'! 4. For 2xstud framing construction,.anchming of these units shag be the some os that shown 6 a
for 2x buck masonry construction.
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5. Site conditions that deviate from the details of this drawing require further engineering
analysis by a licensed englneerorregistered architect. g
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5 Ruckand frame andsor(n -2X buck m=rdy construction INSWING 74. +Q$,Q .$0; scue N.T.S.
6 Frame ondsbdng 1X buck masonry construdlon uvo,M AL
A 7 Aslm9d data% OUTSWING 74.00'x96SW +Q$;� -Q$,Q p0f'Bs' LFS e
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tp NO DATE Pl oru No.:813.659.6197
R ISIONS FSPE C.A.No.9813
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b NO GATE 'BY Phan•No-:875.959.9197
REVISI 5 MPC CA Na.8817'
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MASONRY ttP.HEAD I I MASONRY TYP.HEAD 6
OPENING
8,JAMBS II OPENING JAMBSII y ua g
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SHO N FOR I FRAME SHOWN FOR
2X BUCK REFERENCE I I Rff9i LY I I —o
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BUCKANCHORING HUIGEJAMB FRAMEANCHOEING ATLIGAI TIIXEJAMB
. Masonry•JX buck combucfion
L IATCHA DEADBOLTDEiA1L
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CONCRETEANCHORNOTES:
1.Concrete anchorlocaflaN at the comay be acgusled to ma/ntdri the Mn. 209'
mers E!
i edge datance to mortarjoInk
R 2.Concrete a ncharlocofAinsnotedos MAX.ON CENTEIrmsut be adjusted to DETAIL? 10 g
= malntcfn the mh edge distance to modarjotnts,additional cons le anchors g
may be required to enure the"MAX.ON C19iW d1monsfon are not exceeded HOLE 10 L
3 Concrete anchor table 3/S DIA. E
8 I1NrrHOR e�NCN-OR .MIN -MIN CLEiiRANCE MIN CLEARANCE _...._. 10 o
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-:_TYPF� SIZE EMBEbMENt- -,itrMq$O[4RY; 7031DAAn
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- NW. 1/4' 1.114 T 4' me 8/2.5/14
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TAPCON° HOLE HINGEDkTAR —n N.T.S. 9
g ULTRACONe1EICO ' 4" 3/8'DW r+oc !FS ;
WOODSCRE W INSTAl1A?K)N NOTE: DconfgETAIL 1 � Econfla mffon °"A19i°16
f.Malntaln a mwmum Sffedge dhfance,l.'enddistance,tL t'o.c.spacing of hwir9 coMDurdHon FL-17184.19
wood screen to prevent the spBfUng of woad. aasr 5 a 8
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Inpft aon%umDon 1XBUCK I I
CONCRETEANCHOR NOTES: II g
1.Canasta andwrlocof(ons of the comers maybe co7oted to maintaln the aft
edge chance to modarldrits. L F " ¢
2.Corlaefeanchorlocdflomnoadas MAXONCEMER'musfbeadJateda SEEDETaL II SILL 2
mainfoln the min.edge dblanae.to-mortarJdnk,addd(onolconoefe onehors •1' E
may berequked to unsure the MAX ON CEML3Comenslon are not exceeded.
3.Canaea anchor fable;
.ANCNQa_JON`. A r /411N MIN CfFARAMCE MIMtTEARANCE .. -
..:: EAAHEGMI:FR. 7(iMASONRt` T¢ALSlACFM.` � -••. `• •-, n
._SIZE HINGEUM! FRAMEANCNORING AYIRAGALSIRIIREJAME +
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ITWMasonry bo
IX husk mnftcn
TA ON° 1/4' 1.1/4" Y 4✓ -z °°
ELCO1/4° 1.1/4° l' 4' mss B ZS 14 °
ULTRACON srNa N.T.S. S
W UW ° 3/I6' 1.1/4' 3' 1.1/r, oF0. AL
s" TAPCON enc en LFS 3
WOODSCREW IN5TAl1ARON NOTES: °�T-' °
1.Maintain a mWmumwedgeddance.rerXld&kma&l-o.csp=hgof FL-17184.19 °
wood saews toprBVenf the Wiling of wood. °n
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DATE f5RD? fq EfAI.S ..99v 230. alriGo.FL 33
595
Phana No.:813.959.9197
R I 0 FOPE CA No.9513
09011 q.W.9�I�vwv tvnvul.fwnry Inv.
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BILL OF MATERIALS '1
ITEM DESCRIPTION MATERIAL
A IX DUCK 50x0.55 WOOD * =2@
B 2X BUCK SGx0S5 WOOD ' A CL'6o
C 1/4'MAX.SHIM SPACE - ��••'• rop. ��=
1a
E MASONRY P51 MINRCONCREIE ONFORMPIG TOAD CONCRETE ,',� oznom=
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90,
F 1/4"X2-1/,CPFHELCOORIIWCONCREIESCREW STEEL
IT 3/16•X 3-1/4'PFH TIW CONCRETE SCREW STEEL J � 4.56•
H 1/4"X3.1/4•PFHELCOOR RWCONCRETE SCREW STEEL 456'�
IX OR STEEL
=i
L mo x vrr PFHWOOD SCREW STEEL.
3 ASTRAGAL STRIKE PLATE @HEAD STEEL
6 SEALANT SILICONE L -
7 WEATHERSTRIP FOAM
HINGE
X 3/4•PFH WOOD SCREW STEEL 20.J-1, roE
0 k10S1 x D�Li! $ 4vr1
20 1 JAMB FINGER-JOINT-PINE WOOD
21 POLYRBERCOMPOSITE.JAMB - POLYFIBER $ �S
23 NBX3"PFNWOODSCREW STEEL
27 LATCH STRIKE PLATE STEL Im �,y
211 DEADBOLT PLATE STEEL m
30 DOORSWEEP
31' OUTSWING THRESHOLD BYDLP)QOSH) ALUM./WOOD 4,W
33 INSWING THRESHOLD BY DLP CS ALUM./WOOD 4S6°
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - m
41 DOORSKW IMIN.0.086'THICK)PLAST-PRO/NANYA Fy=11,063 PSI MIN. FIBERGLASS
42 TOP RAIL CELLULAR PVC
43 LATCH B HINGESTILE CELLULAR PVC
' 44 REINFORCEMENT WOOD FOR LOCKS LVL
d 45 BOTTOM RAIL CELLULAR PVC OUISN7NG iHRE1H0ID 1NSri1NG THRESHOLD
46 FOAM CORE POLYURETHANE 31 aatH eCt 8
47 HINGE STILE REINFORCEMENT LVL
d 48 STILE REINFORCEMENT STEEL.
60 ASTRAGAL 6063-75 ALUMINUM BY DLP ALUMINUM
61 CONCEALED STIFFENER 6063-T6 ALUMINUM BYPLASTPRO ALUMINUM
H62 SLIDEBOLTROD STEEL a
9 63 R8 X 2 PPH SCREW STEEL -
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