HomeMy WebLinkAbout7832 Saddlebrook Dr - Plans—NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS -
1/8. x 2"x 2' EXTRUDED (4) #14 x 314' SMS
ANGLE 5052 H-32 ALLOY O O INTO POST
O O
BRICK PAVERS
BONDED TO
CONCRETE
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SLAB/FOOTING
SEE PLAN
A" U W
SIDE VIEW
:2"X 118"X 2' ANGLE WITH (4)
X 3/4' SMS EACH FLANGE.
rCHAIR-
RAIL
O O J
O O
F
o
SCREW ANCHOR, 6- \ 1X2 OPEN BACK ANCHORED TO
2' x 2' DJ FROM GIRT 8. @ 24' O.C. CONCRETE WITH 1/4DIA.
(4) #14x314' SMS
BRICK PAVERS. MAY NOT BE INTO POST I (4) #10 x 11/2' INTO I I CONCRETE ANCHORS /4 6' FROM
ENDS AND PRESENT. FOLLOW (1) 316' DIA . F
CONCRETE SCREW BOSS CONCRETE EMBEDMENT.
ANCHOR MINIMUM SCREW ANCHORS I PAVERS ARE PRESENT,
O O
CONCRETE EMBEDMENT (2 1/2' CONC. EMBED) THROUG TH O GET M N DRILL O O
1'x 2' HOLLOW SECTION — — — — EMBEDMENT INTO FOUNDATION.
1"x BASE PLATE '
71
ANCHORED
„ASE
TO CON( WI 1/4' BASE ) BASE
CONCRETE SCREW ANCHOR WOOD: — — — — — — — — L
(MIN. 1 114' EMBED) I #10 x 3' WOOD SCREWS,
6" MAX EACH SIDE OF POST FROM GIRT 8 @ 12' O.C.
AND 24' O.C. MAX- CONC. - �` - • �'
j ' • 2' x HOLLOW SECTION
GIRT OR PURLIN 1/4' DIA x 3' CONCRETE
- � e
'� ' • SCREW ANCHOR, 6-
1'x 2'
-1.x2.
FROM GIRT a @ 24' O.C. FRONT VIEW SIDE VIEW
FRONT VIEW
DJ -1 DOOR JUMB TO CONCRETE W/PAVERS DETAIL C-1 1X2 TO HOST STRUCTURE DETAIL B-3 SUBPOST CONNECTION
SCALE: NTS SCALE: NTS SCALE: NTS
CORNER POST
(2) #10 x 1112' SMS
THRU SCREW BOSSES
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM 1
CONCRETEEMBEDMENT -
SLABIFOOTING d
SEE PLAN
SIDE VIEW
(4) #14
INTO PC
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"0,C. MAX
1"x 2" O.B. FASTENED TO CORNER
POST W/ #12x11/2' SMS AT 6' FROM
TOP 8 BOTTOM RAILS. TYPICALLY @
24' O.C.
1/8'x 2'x 2' EXTRUDED ANGLE 5052
H-32 ALLOY EA CORNER W/ (2). #14 x 2 -
SMS INTO POST & (1) 318' DIA
CONCRETE SCREW ANCHOR INTO
CONCRETE
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U
Z m
5w
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CONCRETE POST W/ 1'X2' @
BACKSIDE
318 '
x LENGTH AS REQUIRED
FOR 2114' EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
FRONT VIEW
CP -1 CORNER POST TO CONCRETE W/PAVERS DETAIL
SCALE: NTS
1/8"X27(2' EXTRUDED
ANGLE SD52 H.32 ALLOY
EA SIDE
BRICK PAVERS
BONDED TO
CONCRETE
SLABIFOOTING a
SEE PLAN �. E
SIDE VIEW
(1) 3/8' DIA CONCRETE
SCREW ANCHORS —
(2 114' CONC. EMBED)
(1) 1/2' DIATHRU BOLTwINYLOCK
— JAM NUT -IN LIEU OF NYLOCK JAM
NUT. JAM NUT WI HREADLLOCKER
MAY BE USED
TIGHTEN TO CONTACT. DO NOT
OVER TIGHTEN
A BRICK PAVERS. MAY NOT BE
.d PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
1"x2' BASE PLATE
BRICK PAVERS ANCHORED TO CONC W/ 114"
CONCRETE SCREW ANCHOR
(MIN. 1 114' CONC. EMBED)
6' MAX EACH SIDE OF POST
SLABIFOOTING
SEE PLAN n •�
FRONT VIEW
B 2" x 4" OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL
SCALE:NTS
(4) 910 x 1 111' SMS
SCREW BO;
SNAI
SELF -MATING B
C
AEMBER
C PURLIN OR GIRT BEAM OR POST DETAIL
SCALE: NTS