HomeMy WebLinkAbout5965 Spanish River Rd - EngineeringHOLLOW SECTIONS
SELF MATING BEAM (SMB)
THE PORCH FACTORY BEAM (PFE
2x2: 2'x 2'x0.046'
Zx45MB: 2'x4'. 0.044'.3,75
PFB: 2'z3.75'x 0.050'
2x J: Yx3'x0.050'
2z5 SMB: 2'x5'. 0.050'x0.;00'
5.75 PFB: 2'x 5,75'. O.OSS
2 x 4: 2'x 4' x 0.050'
2x6 SMS: 2'x 0' z 0.050' x 0.120'
6,75PFB: 2'.6.75'x0.057'
2.5: 2'x5'.0.050'
2x7SMB: 2'z 7'x 0.057' x 0.120'
OPEN BACK SECTIONS
2X6 SMB: 2'xB' x0,072'. 0.124'
KB: KNEE BRACE
f X 2: 1'X 2'x 0.040'
2 x 9 SMB: 2' x 9' x 0.072' x 0.124'
2 x 10 EMB: 2'x t0�c0.092'x0,398'
i X3: 1' z 3' x 0,045'
MINIMUM FASTENER EDGE DISTANCE: 1/2'
'NAP SECTIONS
MINIM. UM FASTENER SPACING: 314'
! X 2 Snap: 2' x 2' z 0.045'
x 3 Snnp; 2' x 3' x 0.050'
CONCRETE SCREW ANCHOR '
SHEET IAATEL SCREWS (SM5)
x 4 Snap: 2' x 4' X 0,045'
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"*NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS"'
1/8" x 2"x 2" EXTRUDED (4) #14x3/4" SMS
ANGLE 5052 H-32 ALLOY 0 O INTO POST
O O
BRICK PAVERS
BONDED TO
CONCRETE
m �
==z
♦ ♦ ` �T p
SLAB/FOOTING i •'
SEE PLAN - ♦ 4. d ' • "+ Z f
♦.
SIDE VIEW
(4) #14 x 3/4' SMS 2"x 2" DJ
BRICK PAVERS. MAY NOT BE INTO POST
PRESENT. FOLLOW (1) 3/8' DIA.CONCRETE
ANCHOR MINIMUM SCREW ANCHORS
CONCRETE EMBEDMENT (21/2- CONC. EMBED)
1' x 2' BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREW ANCHOR
(MIN. 1114- EMBED)
6" MAX EACH SIDE OF POSTAND 24" O.C. MAX . • • -
♦. 4
d ' r. 4'.♦
FRONT VIEW
DJ -1 DOOR JUMB TO CONCRETE W/PAVERS DETAIL
SCALE: NTS
CORNER POST
(2) #10 x 11/1' SMS
THRU SCREW BOSSES
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM . , : ,
CONCRETE EMBEDMENT
SLAB/FOOTING 4
SEE PLAN
SIDE VIEW
(4) #14 x 3/4" SMS
INTO POST
1"x 2" BASE PLATE
ANCHORED TO CONC W/ 1/4'
CONCRETE SCREW ANCHOR
(MIN. 11/4" EMBED)
6" MAX EACH SIDE OF POST
AND 24' O.C. MAX
1' x 2" O.B. FASTENED TO CORNER
POST W/ #12x11/7 SMS AT 6' FROM
TOP & BOTTOM RAILS, TYPICALLY
24" OA.
1/8' x 2' x 2' EXTRUDED ANGLE 5052
H•32 ALLOY EA CORNER W/ (2). #14 x 2 -
SMS INTO POST & (1) 3/8- DIA,
CONCRETE SCREW ANCHOR INTO
CONCRETE
WOOD:
#10 x 3' WOOD SCREWS, 6'
FROM GIRT & Q 17 O.C.
CONC.
1/4' DIA. x 3" CONCRETE
SCREW ANCHOR, 6 -
FROM GIRT & @ 24" O.C.
(4) #10 x 11/2' INTO
SCREW BOSS
2' x HOLLOW SECTION
GIRT OR PURUN
1'x2'
C-1 1X2 TO HOST STRUCTURE DETAIL
SCALE: NTS
1/B"X2"X2" EXTRUDED -
ANGLE 5052 H.32 ALLOY
EA SIDE
BRICK PAVERS
BONDED TO
CONCRETE
rCH IRF
RAIL
O O
O O
0
-2'X2"X1/8"X TANGLE WITH (4) I a
#12 X 314" SMS EACH FLANGE. I m I
U)
U)
(1) V7 DIA THRU BOLT W/NYLOCK
JAM NUT -IN LIEU OF NYLOCK JAM
NUT. JAM NUT W/THREADLLOCKER
MAY BE USED
TIGHTEN TO CONTACT. DO NOT
OVER TIGHTEN
E ANCHORED TO
BRICK PAVERS. MAY NOT BE
HAIR RAIL MEMBER
�,
CONCRETE WITH 1/4'DIA.
(
PRESENT. FOLLOW
I I
CONCRETE ANCHORS @ 6' FROM
♦
i'
ENDS AND 24' O.C.. 1-1/4" MIN.
W
O
m
CONCRETE EMBEDMENT. IF
O O
CONCRETE EMBEDMENT
PAVERS ARE PRESENT, DRILL
O O
•1" x 2" HOLLOW SECTION
THROUGH TO GET MIN
<
— — —
EMBEDMENT INTO FOUNDATION.
SCREW BOSSES
BASE
'BASE'
WOOD:
_ ____ __
#10 x 3' WOOD SCREWS, 6'
> ' '. 4 '
: . • .
FROM GIRT & @ 12' D.C.
•," • . `'•
'�
••♦' . �. 5
CONIC
♦••
• • • .•'••
CONCRETE POST W/ 1"X2' Q
.•• '
1/4' DIA. x 3" CONCRETE
BACKSIDE
SCREW ANCHOR, 6"
ONLY
FROM GIRT & @ 24" D.C.
FRONT VIEW
SIDE VIEW
B-3 SUBPOST CONNECTION
(2 1/4' CONC. EMBED)
SCALE:NTS
BED
21/4'NC
I
(1) V7 DIA THRU BOLT W/NYLOCK
JAM NUT -IN LIEU OF NYLOCK JAM
NUT. JAM NUT W/THREADLLOCKER
MAY BE USED
TIGHTEN TO CONTACT. DO NOT
OVER TIGHTEN
(J e
FRONT VIEW
CP -1 CORNER POST TO CONCRETE W/PAVERS DETAIL
SCALE: NTS
BRICK PAVERS
1')Q" BASE PLATE
ANCHORED TO CONC W71/4"
CONCRETE SCREW ANCHOR
(MIN. 11/4' CONC. EMBED)
6' MAX EACH SIDE OF POST
♦ e 4l
SLAB/FOOTING
SEE PLAN 4 •i y .�
FRONT VIEW
B 2" x 4" OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL
SCALE: NTS
C PURLIN OR GIRT BEAM OR POST DETAIL
SCALE: NTS
L
(LI
4.
Lo
Q"
• Q-a�' .. ♦
BRICK PAVERS. MAY NOT BE
HAIR RAIL MEMBER
�,
.• - •• .4
PRESENT. FOLLOW
Z W
♦
i'
ANCHOR MINIMUM
W
O
m
' . ' • ••
SLABIFOOTING * d - '• �• ♦ .
••
CONCRETE EMBEDMENT
w
SEE PLAN ♦. a
(4) #10 x 1 1/2' SMS INTO
<
SCREW BOSSES
SIDE VIEW
NZ
Q
SNAP OR
CONCRETE POST W/ 1"X2' Q
SELF -MATING BEAM
BACKSIDE
(1) 3/B" DIA CONCRETE
ONLY
SCREW ANCHORS UPRIGHT
I (
3/8" x LENGTH AS REQUIRED
(2 1/4' CONC. EMBED)
BED
21/4'NC
I
SCREW AFOR
iOR IN'TOCE
CONCRETE
_ _..
(J e
FRONT VIEW
CP -1 CORNER POST TO CONCRETE W/PAVERS DETAIL
SCALE: NTS
BRICK PAVERS
1')Q" BASE PLATE
ANCHORED TO CONC W71/4"
CONCRETE SCREW ANCHOR
(MIN. 11/4' CONC. EMBED)
6' MAX EACH SIDE OF POST
♦ e 4l
SLAB/FOOTING
SEE PLAN 4 •i y .�
FRONT VIEW
B 2" x 4" OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL
SCALE: NTS
C PURLIN OR GIRT BEAM OR POST DETAIL
SCALE: NTS
L
(LI
4.
Lo
Q"