6611 SW 78 TERR_EB-09-015-005 SEE DETAIL 3/S-3 REVISIONS
HEAD ROOM
BELOW
101-9" 6-2' 5-8 11'-3" 6'-W MK 1 0,_g. NO. DATE
HSS4X4XII4 G=284 lb.
(BELOW) TB USE
C7— TC ETAILS/S (EL -+/-10'-6- 4—
........... ...... ........ ...... ......... ............
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........ ..... --------
T17— c—
G=284 lb.
USE(D
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WF-24 WF-24
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USE Q 6
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WITH 6"X 6" WlA X W1.4 W.W.M. ON CLEAN ...
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DETAIL&S-4
SAND FILL PLACED IN 120 MAXIMUM THICK 7.7.
9 /c5II
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.... G=835 lb,
0 DIST
Iz-1 SEE DETAIL� — LAYERS WELL COMPACTED FINISHED DENSITY Lc)
— LL u- .... L_§_E —(1)WOOD J O.C.MAK 0 NEW
4/S-3 0 2X12 @ 24 FLAT ROOF
4'-0" 95% BY MODIFIED PROCTOR TEST.APPROVED 0
3: DETAIL 81S4 Z U-)
VAPOR 15 MIL BARRIER&CLEAN COMPACTED
/TERMITE TREATED FILL(TYP.THROUGHOUT). DETAIL EVS-4
G=1,341 lb. DETAIL 7/S-4 G=1,341 lb,
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> 04
(1)2X12 PT HEADER C)
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04
w 3WO x 2114*EMBED.INTO
Do +
LL CONCRETE OR GROUT FILLED
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9
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TO REMAIN S-3 Z Ljj uj
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KRICK
(1)WOOD JOIST 2X12 z
I cn
TIC G=849 lb. @ 24"O.C.MAX. 0
TC
C) CL
20
NEW SC NEW Sp cl j NEW SC
TC
77
4#5 EMBED
INTO EXISTI 3 WF-24
KRICK
NEW
EXISTING FLOOR
FOOTING
TO REMAIN
1#3 @ 6-O/C MAX. F EXISTING
NEW
NEW�SC HIPPED ROOF
NEW SL INTO ISTING
TB WITH EPO TO REMAIN
&1#3@12-0 MAX
Nt
u-
L 04 C?
LL
(1)2X12 PT WOOD HEADER --------
WF-24 WI(l)DYNABOLT BY RED HEAD
314'0 x 2 1/4"EMBED.INTO
—TC7]
.... CONCRETE OR GROUT FILLED
O.C.MAX DETAIL
6/S4
@ 12 r--7
S� G=849 111, 77 c
v
USE 3
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IN NEW
WF-24 WF-24 WF-24 NEW NE'IA' N EW Lu
KICK KRICK V KRICK
T —
L TC1 KRICK
RB RB
TB L 8'x6" OVERFLOW
\\&8"x6" ERF Q�
T= ENOS= affimmm .L- -Tcl— To,- TG-- -TIC TB CUP OV LOW--------�ELEV 10'-6") PER. co u-
(ELEV 10'-6") p I PER 6 SCUP
7!-5" 9-7' L 2) TYPICAL OF 2)
CA F
45'-7'
UJ
LEGEND N Foundation Plan N Second Plan LEGEND 3:
SCALE: 11/4" = l'-O' SCALE: 1/4" l'-O" INDICATES 8" REINFORCED BEAMS. cn
EXIST. 8" REINFORCED MASONRY' WAU.S.
....... .....
..........
INDICATES WINDOW AND DOOR OPENING
EEHOEEE= NEW 8" REINFORCED MASONRY WALLS.
MEMO= WINDOW AND DOOR OPENING FOOTING SCHEDULE D
co 0
EXISTING PARTITION WALL MARK SIZE THICKNESS REINFORCING REMARKS NOTES BEAMS SCHEDULE 0 co U)
—————— NEW FOUNDATION WIDTH HEIGHT (B)BOTTOM IT)TOP CONTINUOS SIZE — REINFORCING STRAP SCHEDULE -T
WF-16 16" 12" T. FOOTING MARK --WI—DTH --R—E16HT (B)BOTTOM (T)TOP (S)MIDDLE TIES REMARKS W
DO STING FOUNDATION TO RE"N N NUOS NVJH26 BY NU-VUE
0 n TB 8- 12" 2#5 2#5 #3 @ 4"OIC
WF-24 24" 12" 2#5 CONT. CFO 0 TING
Z-1 :1:4:r-�X4�-�O' �12' #5 @ 4- E.W. TBI 8. 12" 2#5 295 #3 @ 12-O/C W/(l 0) 1 Od X 1 1/2" TO HEADER &
w-- -- W/(6) 1 Od X 1 1/2" TO JOIST
RB 8 12" 2#5 2#5 U3
GRAVI'TY = 1,022 Ilb.
FILL WITH 3000 PSI FILL WITH NOA 03-0730.03
GROUT 3000 PSI GROUT **B"X12"CONC.TIE BEAM W/4#5'S&W/#3 TIES @ 12"oc.THE FIRST4'-O"FROM EACH CORNER
&@48-REMAINDER& /2 'S,V-0-LONG,BENT 30'@ CORNERS.SEE DETAIL JUS210-3 BY LISP
M) Ell] ol]Emmm U4 W/(8) 16d X 1 1/2" TO HEADER &
DRILL#5 REBAR 6" 1#5 VET. 1 W/(6) 16d X 1 1/2 TO JOIST
INTO EXIST.STRUCT. t___ GRAVITY= 1,775 lb. z
EPDXY ADHESIVE 4 NOA 01-0417.11 NEW CONSTRUCTION ING CONSTRUCTION
NEW TIE J
COLUMN SCHEDULE 30" 6'MIN
uI 7 -------- BEAM SIZE REINFORCING
GRAPHIC MARK WIDTH HEIGHT REMARKS NOTES
EXISTING-i
EXIST F
TIE BEAM IT TC 12* 8' 4#5 1#3 @6- CONCRETE DRILL#5 RE AR 6" TIE BEAM
O/C MAX COLUMN INTO EXIST.ST CT. 3'
TC-1 80 16' 8AE5 1#3 @6- CONCRETE
l= E EPDXY ADHE IV
O/C MAX COLUMN
4
SC®1 HSS 3Y2 X 3Y2 X 1/4 STEEL COLUMN NEW TB STARTER COLUMN
8"X 8"W/2#5
EXISTING 4--
FILL ITH 30 SI C. t1. TIE BEAM
COT WALL 30 PSI G T
FG-A-U.-W-9 L
EXISTING CON T.
C. .U.WALL
06-16-08
A #8, TRUSS TYPE, HORIZ.
IF-IF-
I NEW C.M.U.WALL JOINT REINFORCEMENT---:Z—� SCALE
:3 @ EVERY OTHER COURSE
Q.
JL-1= TI NG TO
EXISTING FOOTING W/2,18' M.C.
NEW Ld
LONG#5 DOWELS
FOUNDATION
DRAWN
4 EMBEDDED A MIN. OF 6
EXIST INTO EXISTING FOOTING & EXISTING CONC. J.L.
lx/1-1 X, I FOOTING
FOUNDATION/ SET IN EPDXY MORTAR
3011 XX
DRILL#5 REBAR 6" MIN.
INTO EXIST.STRUCT. DETAIL 3/S-3 -7�
EPDXY ADHESIV DETAIL 2/S-2 NEW FILL CELL NEW—TO—EXISTING BEAM NEW- TO- EXISTING CONSTRU DTI 0
SCALE:N.T.S.
FILL CELL-EXISTING
SCALE:N.T.S. SHEET 2 OF 4
Tc
fG
USE
IFFq-F
6
ING
& NE
MAX. F-,
KRICK
Ew TB BX12 Wl
EMBED 6-INTO ISTING
B WITH Epo
&1#3gl 2_0 MAX
kGI49 III,
USE
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