HomeMy WebLinkAboutGANNON ENGINEERING PAGE 2ALUMINUM MEMBERS DIMENSIONS
:lIOLLOW SECTIONS
2 x 2:2"x 2"x 0.046"
2 x 3:2"x 3"x 0.050"
2 x 4:2"x 4"x 0.050"
2 x 5:2"x 5"x 0.050"
OP}:N BACK SECTIONS
1 x 2:1"x 2"x 0.040"
1 x3:1"x3"xO.045"
SNAP SECTIONS
2 x 2 Snap:2"x 2"x 0.045"
2 x :1 Snap:2"x 3"x 0.050"
2 x 4 Snap:2"x 4"x 0.045"
SELF MATING (SMB)
2x4SMB:2"x4"xO.044"xO.100"
2 x 5 5MB:2"x 5"x 0.050"x 0.100"
2 x 6 5MB:2"x 6"x 0.050"x 0.120"
2 x 7 5MB:2"x 7"x 0.057"x 0.120"
2 x 8 5MB:2"x 8"x O.072"x 0.124"
2x9 5MB:2"x 9"x 0.072"x 0.124"
2 x 10 5MB:2"x 10"x 0.092"x 0.398"
MINIMUM FASTENER EDGE DISTANCE:112"
MINIMUM FASTENER SPACING:3/4"
CONCRETE SCREW ANCHOR:
Sli\.1PSON TITEN HD OR EQUIVALENT
Sm:ET METAL SCREWS (SMS):
IT\V I BUILDEX OR EQUIVALENT
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GIRT EACH F 0_.-._I "",..'""',."\
CHAIR RAIL MEM .._./._.'_/_'_I~~I:I -=.°'~R}.IGHT £;
BER'.....
1 I
1 •
1
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I<ICK PLATE NOTES:
1.D.024 ALUM
2.SCREW ALL CORNERS
3.100 B·120 B WIND ZONES
USE #8 x 5/8"SMS@ 12"O.C.
4.120 C·140 B WIND ZONES
USE #8 x 5/8"SMS@ 8"o.c.
~;.140C·150BWINDZONES
USE #8 x 5/8"SMS@ 6"O.C.
e.150 C &ABOVE WIND ZONES
USE #12 x 5/8"SMS @ 6"O.C.
7.SCREW GIRT,BOTTOM RAIL
&BOTH SIDES •
8.MAX KICK PLATE HT =36"
1/>~5(<WOOD
I ><.>#10 x 3"WOOD SCREWS,6"
I ''.,)(FROM GIRT &@ 12"O.C.
•"CONC:
1
.-,114"DIA.x 3"CONCRETE
',/'A SCREW ANCHOR,6"
""FROM GIRT &@ 24"O.C.
:/'"••..'\-,,.(4)#10x11/2"INTO
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1X2 TO HOST STRUCTURE DETAIL
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NOTE:
2"x 2"ANGLE MAY BE INSTALLED
ON TOP OF BOTTOM PLATE OR
DIRECTLY ON CONCRETE
r1 /~~~I~~~ET
(4)#10 x 2"INTO SCREW Y
BOSS OF UPRIGHT"'-I II
I I
I I 2"x 2"x 1/8"ALUM ANGLE
EACH SIDE OF UPRIGHTIIWI(2)#14 x 3/4"SMS
UPRIGHT AND (1)
.1 I 3/8"DIA.x 3"EMBED.I CONCR,ETE SCREW ANCHOR
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~
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EXISTING CONC.1/4"CONCRETE SCREWANCHOR6"FROM UPRIGHT
&@24"0.C.
MIN.3"EMBED.
I UPRIGHT
~PRE·HUNG
I..•.~I DOOR JAMB
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DRAWN BY
TP
DATE DRAWN
11/16/20
REVISION
~it.
8A
SHEET NO:
A-2
t3
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Q
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~
.
PRIGHT TO CONCRETE DECK DETAIL AT BEARING WALL
~CALt::NTS
1"x 2"O.B.FASTENED TO CORNER
POST WI #12 x 1 1/2"SMS AT 6"FROM
TOP &BOTTOM RAILS.TYPICALLY@
24"0.C.
I 1/8"x 2"x 2"EXTRUDED ANGLE 5052
1
H·32 ALLOY EA CORNER WI (2)#14 x 2"
......---SMS INTO POST &(1)3/8"DIA.
/'CONCRETE SCREW ANCHOR INTO
CONCRETE
(2)#10 x 11/2"SMS
TH"~U SCREW BOSSES
21/4"MIN CONC
ANCHOR EMBEDMENT••
IV.2"x PATIO"EXTRUSIONI•
1 .'.'
~
@_IRRAIL TO UPRIGHT DETAIL '
SCALE:NTS...
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I
1/8"x 2"x 2"EXTRUDED~"
ANGLE 5052 H·32 ALLOY .
WI (4)#14x 3/4"SMS r;-;-
INTO DJ 1 ~~
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SIDE VIEW
CORNER POST W/1"x 2"@
(4)#14 x 3/4"SMS BACKSIDE
INTOPOST~
~3/8"x LENGTH AS REQUIRED
FOR 21/4"EMBED CONCRETE
SCREW ANCHOR INTO
CONCREOTE
1"x 2"BASE PLATE
ANCHORED TO CONC WI 1/4"
CONCRETE SCREW ANCHOR
(MIN.1 1/4"EMBED)
6"MAX EACH SIDE OF POST
AND 24"O.C.MAX L.I'·
6"--••.•4'
¢,'
,.j.'
,4 ·s·,'.
FRONT VIEW
CORNER POST TO CONCRETE DETAIl:::
\:IL..J-\Lr::::NTS
SLAB I FOOTING
SEE PLAN
,Ji'\'<.
4 ,~,...
"2 114"MIN CONe'..ANCHOR EMBED~T
~.,...;;
".,.--t'.~,..
SIDE VIEW/'
(1)3/8"DIA.CONCRETE
SCREW ANCHORS
(21/4"CONC.EMBED)
!
...,
1"x 2"BASE PLATEr
ANCHORED TO CONC WI 1/4;''llJl"CONCRETE SCREW ANCHOR ~•••••
(MIN 1 1/4"EMBED),"
6"MAX EACH SIDE OF POST"•
AND 24"0 C MAX .6"•
.....,
""'",
$':\,"'"!
FRONT VIEW
UPRIGHT TO CONCRETE PRE-HUNG
DOOR LOCATION DETAIL
SCALE:Nfs
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