HomeMy WebLinkAboutProduct Approval 68.50 MAX
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105.50 MAX.OVERALL FRAME WIDTH OVERALLTH
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THE:RMA TRU DOORS s 5 5 1
I I B INDUOTRIAL ON., E.tJ�EF7TON,OH 43517 ♦
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INSWINGIOUTSWING If 1 :1 1 1 If
INSULATED FIBERGLASS DOOR WITH WOOD FRAMES I'l if If
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General Notes 4 5
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1. This product anchoring drawling has been developed in compliance with the 5th Edition DOUBLE W1 SIDEUTES OXXO SINGLE W1 SIDEUTES OXO
(2014)Florida Building Code(FBC)excluding the"High Velocity Hurricane Zone'.See the MAX DESIGN PRESSURE MAX DESIGN PRESSURE
Certification Agency Certificate for saes,specifications and ratings. +55.0 -55.0 +40.0 -40.0
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2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment
to base material shall be beyond wall dressing,stucco,foam,brick and other wall 74.5(Y'MAX. 53.W'MAX. 0:
coverings, 37.5CY'MAX. 4 o-
OVERALL OVERALL WIDTH OVERALL WIDTH ------
14 3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2012. WIDTH 1 2 3
All other fastener types to be installed following fastener manufacturers installation 5
instructions. 6)ff)@
4. Fastener embedment depths,edge distances and center-center distances shall be as ::1
qty�!Zt
< 4 rr �40M. 4
specified by the fastener manufacturer but in no instance shall they be less than shown in �E IV 7;; 11 1; 1: 11 If V)
this drawling. 0 5 5
5
OR 5 11 K4
W 5 11 11
�A' O.H. 5
5. Where shims are used,they must be a"'rigid stiff'material that compiles With the �_A �A �_A �A �-A LA
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requirements of the FBC. rF-P. - - �0
5
6. Positive and negative design pressure requirements for use with this draviing shall be if 11
determined by others for specific jobs in accordance with the governing cod if
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7. Site conditions not covered by this drowing are subject to further engineering analysis, r4-V 5_�6
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TABLE OF CONTENTS 6
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—iH—EET# DESCRIPTION SINGLE X 0
I Typical elevations,design pressures&general notes MAX DESIGN PRESSURE DOUBLE XX U
'L SrNGLE WISIDELtTE Ox DATE: 2121112 91
MAX DES RESSURE MAX DESIGN PRESSURE
+ 0 So
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—2 Buck anchoring +67.0 -67.0 0 55.0 SmE; N.T.S.3 Frame anchoring +5 .0 -55.0 +40.0 -40.0 3
— QW3.BY., JK
4 Frame anchoring&bill of materials
CHK,BY: LFS
_5 Horizontal&verficall cross sections LOCK HARDWARE MFG A SERIES
I & DRAWING NO,:
�9� NA RE SERIES LATCH
6 venlccl cross sections KMKSET SIGNATURE SERIES LATCH
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KYWKSET SIGNATURESERIES 780 DEADRIDET FL-15225.-5-6a0
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1 I I 1 I I I I IW _ �1I II �( $ "pI O I- N I „ N W I I I C Em mii MULLIONall T ~a MULLION w A INSTALLATION dIlaSHOWN FOR e11 w ° _ = o�' SHOWN FOR w - 9 W/1X BUCK- w 4 mdoREFERENCE Y > w REFERENCE INSTALLATIONzw a2X BUCK INSTALLATION "`� TYP. HEAD & o °A W/2X BUCK INSTALLATIONN M ` JAMBS..._ = O 1X BUCK INSTALLATION 0�j
9 W/1X BUCK INSTALLATION It 6 TYP. HEAD k JAMBS p <
TYP. HEAD & JAMBS ci
¢LU� — —
SEE
16 16 16 DETAIL "4" o 1 SEE — — w a —16 16 — vii — 16 — D IL "1„ o y >
I lu III - rT+ DETAIL N IIA EE 5
12 iii 5 SII II� "6" 12 iiu 5 D IL
Im 12 1 Ilair
1 �25 N w
in
"C" "D" "E" C" "D" A" "B" A.. al a
pVIEW "C"-"C" SINGLE DOOR W ID I S VIEW "E"-"E" VIEW "D"-"D" SINGLE DOOR WISIDELITE VIEW "B"-"B" SINGLE DOOR VIEW '%1"- 4" m
sNowN w/ormoNa CORRUGATED
FASTENERS,REN/30(".ALL
SIOMar TO DOOR JAMB CONNECTIONS)
W/2X BUCK
INSTALLATIONIc
N
SIDELITE NOTES: O 1. The sfdelite is direct set into the jamb with(12)#8 x 2"pfh.wood screws.There are(4)at each W avertical jamb,from the top down at 13.5',31",48.5'8 66".There are(2)at the header at 4"from B INS X BUCK the outside comers of the(roma.There are(2)at the sill,4"from the outside comers. INSTALLATION E2.For optional sfdelite construction with staples,sfdelite is direct set Into thejamb with(4)%d"X 0
13/x'16 ga.staples along each Jamb(6"from ends and equally spaced thereafter).
CONCRETE ANCHOR NOTES:
1.Concrete anchor locations at the comers may be adjusted to maintain the min. DETAIL DETAIL "2"
"6" a z
n edge distance to mortar joints.
2. Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to W/pX BUCK p
maintain the min,edge distance to mortar joints,additional concrete anchors Qo
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. INSTALLATION B a m
3 Concrete anchor table VV/1X BUCK ' Z
ANCHQR ANCHOR 1z c c
AAIPi MIN CCEARANCr MIN C19ARANCE INSTALLATION DATE: 2 21 12 °z_
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UMENt TQMASQNRY TCf�9OdA6E1VT ,: sexe N.T.S.
a
.....Et1 t... ANCNOI�. .;:: DWG.BY. JK m
I1VI10 1/4" 1.1/4" 2" q 1 1 cNK.BY: LFS
TAPCON DRAWD+O NO.:
ITYII DETAIL "1" DETAIL "4" FL-15225.5-68
$ TAPCON® 3/16" 1.1/4" 3" 1-11r °
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C•• 7" PAIRS 30 �^
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SEE
SHEET73 3 II SEE DETAIL 3" INSTALLATION
W/2X BUCK Fn
F �o SEE DETAIL I�yy/2X BUCK q rrrl*1 � m=
II NSTALLATION -�
_ II W 1X BUCK ``� _ _ ~ 3 (INSTALLATION 9 a xZa
w a - - g - I W/1 X BUCK 9 o w «tn r E
TYP. HEAD En ASTRAGAL INSTALLATION .r ci a
ASTRAGAL II MULLION & JAMBS N iv SHOWN FOR IITYP. HEAD & ^o C °i PI ddd m a a
SHOWN FOR II SHOWNFOR - _ _ REFERENCE II JAMBS
REFERENCE II ONLY II J `_ (�
ONLY II ('-D)-TF .4
SEE II is °
_ II _
DETAIL "4" o EE II
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a 16 II 160 - - 16 II 16 D AIL o I En
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VIEW "C"-"CDOUBLE DOOR W/SIDELITES VIEW ••E"-"E DOUBLE DOOR VIEW 'AA" o
< a
SHOWN W/OPTiOtiAl.CORRUGATED
r•ASTENUM REM 130(M AU r
In SIDELfIE TO DOOR JAMB CONNECRONS) f11
W/2X BUCK 2
INSTALLATION
W/1X BUCK b
INSTALLATION 12 1 C N rn
W/2X BUCK o
Item DESCRIPTION Material INSTALLATION 3 In
A #10 x 2-112" PFHWOOD SCREW STEEL 1 p
B 10 X 1-314" PFH WOOD SCREW STEEL W/1X BUCK 11
C #10 X 1 PFH WOOD SCREW STEEL DETAIL "1" INSTALLATION
1 #10 x 314" LG. PFH WOOD SCREW Hine to Frame STEEL
2 10 x 2" LG. PFH WOOD SCREW STEEL o i
3 8 x 2-112 LG. PFH WOOD SCREW STEEL DETAIL "3"'
4 114" x 2-314" PFH ELCO OR ITW CONCRETE SCREW STEEL ATTACH ASTRAGAL THROW BOLT
5 1/4" x 1-3 4 ITW PFH CONCRETE SCREW STEEL B STRIKE PLATE TO FRAME c
9 1 4"" x 3-3 4" ITW PFH CONCRETE SCREW STEEL AS SHOWN. a o oz
11 3 16 x 3-1 4 0 lo
ITW PFH CONCRETE SCREW STEEL 1 C
12 114" x 3-114" ITW PFH CONCRETE SCREW STEEL ^Z cl
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MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI OATS. 2 N. 12
13 CONCRETE scuE: N. 12
°
301 OR HOLLOW BLOCK CONFORMING 70 ASTM C90 m
16 1114" X 2-1,/4" PFH ITW CONCRETE SCREW STEEL 1 Owa Br: JK
CHK.By: LFS 3
20 HEADER JAMB SUGAR PINE SG >= 0.34 WOOD DETAIL ""4"
21 1344" THK. PRESSURE TREATED SIDELITE PAD WOOD DRAW NC NO.:
30 1112" X 1" X 25 GA. CORRUGATED FASTENER STEEL FL-15225.5-68 ro
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1X BUCK ` 1 4 0
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by A � = 2X BUCK
INTERIOR EXTERIOR 1 o u A i3
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INTERIOR EXTERIOR ti I,8
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INTERIOR EXTERIOR r -'sy
1 HEAD JAMB 2 HEAD JAMB 3 HEAD JAMB 250 �o
5 To lx sub-buck 5 To wood frame 5 To 2x sub-buck
Inswing shown Inswing shown Inswing shown a Nc�i
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13 aI
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N
h 2X BUCK NO
INTERIOR INTERIOR
3 a 4 A N
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EXTERIOR EXTERIOR n z
0.15 MIN.
$ C-SINK
s SHIM SPACE SH M SPACE N n
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L-1.15'MIN.E1.15"MIN.1. z ZO
EMB.TYP.2SMIN. M 8' DATE- 2121172 ;
E
sate: N.T.S. 9
ewc.er: JK to
4 VERTICAL SIDE JAMB 5 VERTICAL SIDE JAMB CHIC BY: LFS
5 To 2x sub-buck 5 To wood frame EEO
Inswing shown Inswing shown 0
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9
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INTERIOR EXTERIOR z°i
INTERIOR EXTERIOR EXTERIOR INTERIOR z `� E0 z°� w
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13 13 21 12 8a
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1 VERTICAL CROSS SECTION /'2]VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION m �'
binswing configuration
b OutswingconfiguraHon
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INTERIOR EXTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR o
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#1 1 I-Hz-
r4-"�VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION b VERTICAL CROSS SECTION DATE: 2121112 i
b Inswing configuration b outswing configuration b Outswing configuration
scALE: N.T.S.
3
a owc.ar: JK m
CHK.BY. LFS 3
DRAwu+c NO.: m
FL-15225.5-68 0
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