01-0357-005 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Pro j e c t'r N6ihr,:
I �
(1) 1/2' 4, A301 THRU BOLT AND t' '
(4)-16d NAILS 2" x 2' P.T. WOOD 6LATE5
12' O.C. W/(2)-16d NAILS AT
(2) 2' x 6' P.T. WOOD BE EL +8'-2' A.F.F. ALL CONTACT POINTS -W ``"`�•'�`�'.-
L -a fro" O.G. ATTACHED WITH TO 2' x ro' P.T. WOOD BEAM WITI-L.,(1)
WOOD POST WITH (1) 1/2' 0 A301 THRU TOP OF T.B. 1�2' 0 THRU-BOLT AND (4)-16.d NAILS
BOLT AND (4)-1(od NAILS (TYP.)
--- __= EL +9'-6
> 9_ ---
TOP OF WOOD BEAM 1 •®• i =_° °= i •°• i 1 . . I 1 .°: I TOP OF WOOD BEAM�t-,.b..
f
(2) 2 x ro P.T. WOOD BEAM ATTACHED (1) i2 0 A301 THRU BOLT
1
TO P.T. WOOD POST WITH (1) lie' A30 1 THR UH2(o FULLY NAILED UH26 FULLY NAILED AND (4)-I(od NAILS
K BOLT AND C4)-l�od NAILS CTYP.)
CTYP.) 'Cc *
6' x 6' P.T. WOOD POST
6' x (0 0 2' x Cam' P.T. WOOD LEDGER 2' x (o' P.T. WOOD LEDGER If k
ATTACHED TO CMU WALL 4
WITH Zia' 0 x 31i4' TAP CONS ATTACHED TO CMU WALL I "t� xx 4ry
WITH is 0 x 3/4 TAP CONS .. W
24 O.C. INTO TIE BEAM a 24" O.C. INTO TIE BEAM .n U :�,
~_. W
EXISTING RESIDENCE NOTE: REFER TO HANDRAIL , ;
NOTE: REFER TO HANDRAIL � >r `'�•,,
DETAIL FOR CONNECTIONS DETAIL FOR CONNECTIONS Q
' AI 2' x (o' P.T. WOOD TOP RAIL O
2 x (o P.T. WOOD TOP RAIL
2' x 4' P.T. WOOD RAIL EXISTING RESIDENCE
6' x (o' P.T. WOOD POST 2' x 4' P.T. WOOD RAIL 0
1
ci x 2' P.T. WOOD BALUSTER I 2' x 2' P.T. WOOD BALUSTER _
2' x ro' P.T. WOOD JOISTS -0 4' O.G. WITH BEVELED
4' O.G. WITH BEVELED e 16' O.G. JOISTS. REFER TO I BOTTOM 0TTOM 2' x 6' P.T. WOOD JOISTS -
s fro' O.C. JOISTS. REFER TO JOIST JOIST NOTE TO (2) 2' x 12' WRITTEN DIMENSIONS ON TH*P-^rAWING SHALL
NOTE TO (2) 2' x 12' CONNECTION ANCHOR 2' x (o' P.T. TO CONNECTION DETAIL HAVE PRE TDENCB;OVER SCALED DIMENSIONS.
CONTRACTJk SHALS VERIFY AND BE RESPONSI-
DETAIL MASONRY WALL W/ 1/a (P BLE FOR ALL PIMFVSIONS AND CONDITIONS ON
x 23�a' TAP CONS 24' " THE JOB tND TH3'OWNER dtJST BF-NOTIFIED_
2 x 6 P.T. WOOD RAIL 1 x 4 P.T. WOOD DECK 2' x l' P.T. WOOD RAIL OF ANY VARIATION FROM THE D19f3NSIONS. 1-
1" x 4' P.T. WOOD DECK C. (TYP.) ATTAHCED WITH (3)-1(dd GALV. NAILS
ATTACHED WITH (3)-Iod GALV. X ./
EL + 2-0' EL + 2'-0' Revisions-
• AILS _ ;/2 TOP OF WOOD DECK TOP OF WOOD DECK No. Desc.iption z PE i IIT RE 1%)N8 vi
H . O •1 1. O •1 I• O .I 10 O .1 1. O .
1 I • I I . I . . GRADE
• I I
GRADE . O i 1. O •1 1. O .1 O •1 1• O • 'j Z1
EL + 0'-0
GRADE
GRADE
(2) 3�a° m THRU-BOLTS IN ADDITION (5)-2(dd NAILS FROM EACH 2' x 12' s ,
TO (E,)-20d NAILS FROM EACH 2' x 12' TO (o' x (o' POST (TYP.)
TO 6" x 6° WOOD POST (TYP.) a p' 14' DIA. CONCRETE FOOTING.
14' DIA. CONCRETE FOOTING. (2) 3/4' 0 THRU-BOLTS IN ADDITION
POST TO BE EMBEDDED 3'-9' '
G SEE TYPICAL DETAIL FOR INTO CONCRETE. REFER TO TYPICAL „
TO (5)-2md NAILS FROM EACH 2' x 12" I
DEPTH AND REINFORCING o► , a� DETAIL FOR UPLIFT ANCHORS (TYP.)
TO (o x (o WOOD POST (TYP.)
o a
14' DIA. CONCRETE FOOTING. " r.
POST TO BE EMBEDDED
INTO CONCRETE. REFER To TYPICAL
DETAIL FOR UPLIFT ANCHORS (TYP.)
CONSUT# $
a
F 4 m ,
m a
4 ?ar1<
A SECTION
B SECTION <a
F �'I
A1.1 _ V-01) A1.1 SCALE: 3/411
SCALE: 3/4
E 1' x 4' P.T. WOOD DECKING
6' x (o' P. T. WOOD POST EACH MEMBER 5)-10d NAILS INTO 44,I
RT20, 14 GA. WITH (5)-1(dcd ANCHOR 2' x 6' P.T. TO MASONRY WALL
REFER TO SHEATHING NOTES FOR
NAILS (TYP.) a' 34' LONG TAP CON SCREWS CONNECTION . ,.. t'
WITH 1/ x 2- i
2' x 6' a 16' O.C. (TYP).
a 24" O.C. � ..
2' x (o' '� 1(0' O.G. (TYP).
2 x (o 16 O.G. 1 ,
1 1 � ]Ai'
2' x (o(2) 2' x 12" _____ (2) 2' x 12' CTYPJ p 111 I l2)- i THRU-BOLTS CTYPJ =___= a THRU-BOLTS CTYPJ 3a" C2)'3� ' ANCHOR (2) 2' x 12' P.T. No. 2 KDso.
PINE WITH 3/4' (P EXP. BOLT 03/4'.x (o" LON�, �, r a
' 24' O.C.) TO MASONRY WALL. :.FILL THE SLGIGj, '
I=III=III=III=1 -III III=III=III =III=III=III=III=1 11=III=III=III=III=_ W1 CONCRETE AT BOLT LOCATIONS.
I 1-1 I-III-III-I I
-111;111 111=111 11 III;III;III;III;III„ ;III III,;111,;,11F=.III EXISTING GRADE `Pro ectNo. 2001 -57
9' EXISTING GRADE 7
INSERT (1) "4 � `
C TOP E BOTT. WK2) 05 TIED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Scale: 3/4"=1 —0"
To HooK BARS (TYP.) III=III=III=III=III=III=III=III=III=III=III=III=III= III=III=III=III=III=III=III=III=III=III=III=11 ILI- f
11 Illii11111i1111lll111lllii1111lll1i11111iilll1111i1111iiill li IIIii11111ii1111I1 1I11=1I1llliI1=1I1 1=1 I 1=1I11111I1 1II a Date: 3/21 /01
Drawn: CQ
#5 ON EACH SIDE
a�
>_ (2) 5�g" HOLES FOR (2) 04 BENT iecked: co
BARS
14' 0 AUGER x 4'-0' LONG Cad File: Al .4
B —� EXISTING WALL AND FOOTING EXISTING WALL AND FOOTING
Drawing Title:
z
g 3' BLOCK UNDER EACH POST 3' BLOCK UNDER EACH POST SECUM
n
UPLIFT ANCHOR DETAIL (2)-2 x 12 TO 6 x 6 CONNECTION LEDGER TO MASONRY WALL DETAIL JOISTS TO LEDGER CONNECTION DETAIL NN :
O SCALE: 1 = 1 -0 SCALE: 1 - 1 -0 SCALE: 1 - 1 0 SCALE: 1 1 -0 r� T� > E 0r
Lr
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