00-0508-025 4" CONC. SLA5 4' CONC. SLAB
STEEL MESH RE INF. STEEL MESH RE INF. GALVANIZED STEEL
WITH KEY
° 05 VERT AND 05 SENT -
lz_z
a 48' O.C.
. GRADE LAP MESH
=1 I I-1 -111=1❑I - 31-0° —_ —_ —_ —_ —
1=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-I�'
I;III -III=1 I I—I I GRADE DOUBLE MESH (TYP.) I I II I II I II I II I II I II I II I II I II❑it I li❑,III— ' RESAR. FILL DELLS
El ❑
WITH GROUT.
111 ❑111111 _ * A . _ — — — —_ — —
1II=1I1= a — -1II-1I POLYURETHANE
=I III=III—III II1= - 1=1II II1=
I=1 -1 I I l i lI ,I I 1=1 I 1=11 I=1 I I,❑�I VAPOR BARRIER FILL 3 CELLS ADD ❑ El ❑ ❑ Ei
—III—I � �. 11= =1 I 1=1 I —I —'I I-11 I III- —��'
_�
Ell, — ' - — — 05 VERT O EA. CELL
-I I I, I I IIl i lII I ,I '=III, ,III, ,1 I THICKENED SLAB EDGE ❑ AS SHOUJN. TYPICAL
a 8° W/1 #5 CONTINUOUS SEE PLANS FOR SPACING
.d..0 .Q o0 8° C.M.U. INTERLOCK 5LOCK
WF 16 UP 16 COURSES. TYPICAL.
1 EXTERIOR STEPS DTL. 2 EXTERIOR PATIO WALL 3 TYPICAL TH'ND SLAB DTL. 4 CONSTRUCTION JOINT DTL. 5 CORNER DETAIL 6 TYPICAL WALL REINF.
3/4" 1'-011 3/4" = 1'-011 3/4" 1'_/T" NIS 3/4 _ 11-0 3/4 _ 11-0
!L/ !L/ !L/ 5GJ lC(�oSJj)
In EXPANSION of-
NEW WD. TRUSSES o
NEW 8° Ca"1.U. EXIST. STRUCTURE °
UJp
WOOD OR MASONRY EXIST. PLY .
❑ ❑ ..° Q_J ❑ NEW GONG. SLAB SHEATHING
91
EXIST. COL. o
o,
FILL 2 CELLS ADD
❑ #5 VERT im EA. CELL _ p
AS SHOWN. TYPICAL FILL 2 CELLS ADD ° NEW CONC 5M.
05 VERT 'm EA. CELL '° ° 2'-0' O.G. NEW GONG. FTNG, W/2-05 �/4� CONT.
INTERLOCK 5LOCK AS SHOWN. TYPICAL 5OTT. 4 2 #5 TOP. AS 48' O.C. o
El COURSES. TYPICAL. SHOWN
O ° d
� GRADE *4 DOWEL X12° O.G.
❑ W/HRZ. HOOK 6 TOP
El ❑ o ❑ �
Oro DRILL AND GROUT EXIST. CONC. FTNG. cp
INTO EXIST. FTNG. WRAP ALL EXIST. WD.
2'-0° O.C.
° oF TRUSSES W/150 ASPHALT EXIST. CONC. 5EAM
7 WALL INTERSECTION 3 END WALL ° PAPER
3/4 ° _ 11-0u 3/4u _ 1i_0n $
't !L/ L�
NOTE: CLEAN AND ROUGHEN EXIST. CONC.
PAINT UJ/ SAND AND CEMENT GROUT
8' x 16' CONC. LINTEL 5EFORE PLACING NEW CONC.
SEAM U11 6 # 5 AND
# 3 TIES AT 12° O/C. 9 FOUNDATION DETAIL 10 BEAM DTL.
AT DOOR AND WINDOW 3/4" 11-011 3/4" 11-011
OPENINGS
• a d ' 8' x 12° GONG. TIE S.M. 'TA18� (BY HUGES) GALV. MTL. SCRAP
_ a da U1/ 4 0 5 CONT. NAILED W/10d NAILS ACCEPTANCE
a JHA29 -18 GA. GALV. MTL.JOISt HANGER No. 9"t-0501.01 MAX. UPLIFT CAPACITY =980 L58
d d ACTURAL UPLIFT = 180 L58.
d
(BY HUGHES)W/ trod NAILS d
�• t0 HEADER JST. W/ trod NAILS
A ° " EXIST. COL.
NEW COL. 2' x 6 WD. OUTLOOKERS °
8 CONC. BLOCK WALL, s 21-01 O.C.
3' x 3' 26 GA. MTL. EAVE
5/8'O x 1'-0' THREADED DRIP
2 # 5 VERT. RE INF. 5AR ROD INTO REP HEAD TRUSS TOP CHORD I' x 2' WD. BLOCKING °
ANCHOR INTO EXIST.
IN 5LOCK CELL FILLED COL. 64'-0' O.G. VERT. 2' x 8' P.T. WD. FACIA o
U1/. -GONG. AT EVER`' 2x4 SP "2 KD 15 '— pis' EXT. GRADE PL1rWD. GOY.
OPENING BETUJEEN X-BRACING W/MTL. RIB LATH 4 STUCCO
8'-0' AND 8'-0' IN WIDP EXIST. COL. o
FOOTING DOWEL INTO EXIST. 5 0 O.C. SECURE W/ x22 SOFFIT VENT. E a
FTNG X-BRACING TO BLOCKING INSECT SCREEN 6 48' O.C.
WKHUGES)HCLH 4 HCRH
NEW WALL FTNG. HURR. NOTE: PROVIDE (2) 45 x 60'
CLIPS. W/8d NAILS LONG BENT CORNERS
(30' EA. WAY) CONTINUITY
2 # 5 VERT. RE INF. BAR 2x4 WD. BLOCKING 8' x 12' GONG. RAKE BM. W/
IN 5LOCK CELL FILLED m (4)-05 4 *3* 48' O.C. (18t (4) o
UJ/. CONC. AT EVERY 03TO BE 6 12' O.C. 6 �
OPENING 5ETUIEEN CORNERS) o
8'-0' AND 8'-0° IN WIDP p IS DRILLED AND 8 C.M.U.
'- ' OPENING '- ' s
8 2 #5 DOWEL INTO EPDXIED INTO EXIST. v
EXIST. FTNG. GONG. T.B. Q 48' O.0 * 5 6 48' O.G.
FILL TWO 'CELLS AT EA. SIDE NOTE: CLEAN AND ROUGHEN EXIST. CONC.
OF OPENING W/GONG. PLACE PAINT UJ/ SAND AND CEMENT GROUT EXIST. CONC. T.B.A MIN❑ ❑ E CELL. OF, 1 #5 VERT. IN EACH 5EFORE PLACING NEW CONC.
12 FOUNDATION DETAIL 13 OUTLOOKER DETAIL S. 02
WHERE OPENING DIMENSION 3/4° = 11-0° 3/4" 1'-0"
EXCEEDS SPACING OF FILLED
CELLS DESIGNATED FOR THIS
A!A IG -•
STORY, ADD REINF. ON FILLED
11 TYPICAL CONC. LINTEL DETAIL
UJ
3%11 = 1 1-0 11 CELLS SELO BOND BEAM TO , �� 11 U �
MAINTAIN MIN. REQUIRED
REINFORCEMENT.
', eiaero a awl -�
6
j`
3
i
- — —