11-532-014EXISTING FASCIA TO REMAIN
EXISTING WOOD BEAM TO REMAIN
SECTION 4
SCALE: 3/4' = V-0" S-5
NEW CONCRETE BEAM BEYOND
B-3 F TQ-1
4I
1-1,-EXIST. MASONRY WALL
EXISTING STRUCTURE
NEW CONCRETE COLUMN
SEE PLAN AND SCHEDULE
NEW STRUCTURE
SECTION
SCALE: 314"= V-0" S5
I Y2" X 4Y2" X 8"
DROP TIE BEAM AT WINDOW LOCATION
.J, TOP OF PARAPET EL, SEE TYPICAL DETAIL
1-F +9,-10"
3"X8 " WOOD RAFTERS @ 16" O.C. BEYOND
4" MIN. CONCRETE SLAB
4" MIN, CONCRETE SLAB
W/ # 4 @12" O,C EA. WAY
Milan
Z>111r-L STEEL COLUMN
3'°X8" WOOD RAFTERS @ 16" OoC. FILLED SOLID W/ CONC,
TOP OF PARAPET EL,
+9'-10"
PRIOR TO POURING NEW #4 9 12"O,C HAIRPINS CONCRETE INTO EXISTING T�E BEAM
SECTION 5 DRILL & EPDXY DOWELS INTO 2 #7 DOWELS X 3'-0" LONG
EXISTING Q\ - SET IN HIT HY 150 EPDXY
tlf% A I n. ftIAN - 41 Aw 'Co -IC-7 (-r)N1( 'Pr-Tr (CZAkAr Q17r' ANIn NIMAQC7P AQ SET IN EPDXY HIT HY 150 / BY HILTI
NEW RAFTERS BEYOND
%" CDX PLYWOOD SHEATHING
WITH 8d RING SHANK NAILS @6" ac
FIELD, EDGES & PERIMETER (TYPICAL) u.b.N.
2X6 BOTTOM; PLATE
2 #7 DOWELS X 3'-0" LONG
SET IN EPDXY HIT HY 150 BY HILTI
EXISTING
,,"--TIE BEAM
EXISTING WOOD RAFTERS'
2X6 WOOD BLOCKING CONNECTED
TO EXISTING WOOD TRUSSES WITH
(3) 16d TOE NAILS AT EACH END
SECTION 7
S-
SCALE: 3t4* = V-0* (:; 5
BY HILTI (3" MIN, EMBEDMENT INTO CONCRETE)
2# 5 VERTIN
GROUTED CELL
SECTION 3
00 >
4
#ATCH
NAILS @ B" O.0 (STAGGERED)
KLEj--AALL-E=
8"XI3 " CONIC, SILL
CONC, COLUMN
SEE PLAN
C.M
U WALL
TO
2 X 6 BOTTOM PLATE W/(3)16d TOE NAILS,
AND SCHEDULE
'A
W/ 2 5 CONT.
#
L
I
!-HICKNES
1
CONNECT BOTTOM PLATE THROUGH
4
5-0,
8"X8" CONC. SILL
FOR FASTEN KNEEWALL TO CONCRETE
NEW MASONRY WALL
JCKNESI�
8" CMU WALL
JH
W/ 10-10d NAILS INTO EA. MEMBER
TWICAL KNEE WALL DETAIL
#5 932" O.C.
< LL
NEW C.M.0 WALL
ECTION
SECTION
TO MATO
*C�
m
SCALE: 3/4' = V v -0" S-5
STEEL MEMBER
E ISTING W LL
LL
EE PLAN
SEE PLAN
& SCHED,
TYP.
1/4"
SS
ss
NESS
1 1A
TYR
1/4"X4" X7 1/2" STEEL PLATE
J /4„
1
1/4"X4"X7 1/2" STEEL PLATE
EA SIDE OF WOOD MEMBER.
--1
EA SIDE OF WOOD MEMBER,
..... .. ....
........
3"X8" WOOD RAFTERS
2 1/2"
1/2"
'TM'
2
9 16" O.C.
1
3"X8" WOOD RAFTERS
1/2
1
I
1 1/2'
@ 16" O, C.
(2) 1/2" DIA THRU BOLTS
(2) 1/2" DIA THRU BOLTS
INTO EA WOOD MEMBER.
2_ 1/2°" 1
II
1
2 J/
INTO EA WOOD MEMBER,
Z>111r-L STEEL COLUMN
3'°X8" WOOD RAFTERS @ 16" OoC. FILLED SOLID W/ CONC,
TOP OF PARAPET EL,
+9'-10"
PRIOR TO POURING NEW #4 9 12"O,C HAIRPINS CONCRETE INTO EXISTING T�E BEAM
SECTION 5 DRILL & EPDXY DOWELS INTO 2 #7 DOWELS X 3'-0" LONG
EXISTING Q\ - SET IN HIT HY 150 EPDXY
tlf% A I n. ftIAN - 41 Aw 'Co -IC-7 (-r)N1( 'Pr-Tr (CZAkAr Q17r' ANIn NIMAQC7P AQ SET IN EPDXY HIT HY 150 / BY HILTI
NEW RAFTERS BEYOND
%" CDX PLYWOOD SHEATHING
WITH 8d RING SHANK NAILS @6" ac
FIELD, EDGES & PERIMETER (TYPICAL) u.b.N.
2X6 BOTTOM; PLATE
2 #7 DOWELS X 3'-0" LONG
SET IN EPDXY HIT HY 150 BY HILTI
EXISTING
,,"--TIE BEAM
EXISTING WOOD RAFTERS'
2X6 WOOD BLOCKING CONNECTED
TO EXISTING WOOD TRUSSES WITH
(3) 16d TOE NAILS AT EACH END
SECTION 7
S-
SCALE: 3t4* = V-0* (:; 5
BY HILTI (3" MIN, EMBEDMENT INTO CONCRETE)
2# 5 VERTIN
GROUTED CELL
I III F j I it 11 L�: 11 / I I TOP OF CVICTMIrl
---9vFOUNDATION
r/// � f VA V///, V/ 10 >1
fo DRILL & EPDXY (HIT HY 150 BY
HILTI) DOWELS INTO EXISTING
CONCRETE (SAME SIZE AND NUMBER
2 #7 DOWELS X 3--0" LONG AS VERTICAL REINF.)
SET IN EPDXY HIT HY 150 BY HILTI
8
S-5
CONCRETE TIE BEAM
FASTEN KNEEWALL STUD TO CONC. BEAM
W/ 1/4"0 TAPCONS @ 6" O.C.
2Y2" MINIMUM EMBEDMENT
I X I I X I I X I
4-3 n
WORD KNEE WALL
ABOVE EXIST, TRUSSES
SEE TYP. KNEE WALL DETAIL,
EXISTING TRUSS
8d RING SHANK NAILS
F @4" O.0
ADD 2X6 WOOD BLOCKING (P 12" MIN.
TO PROVIDE SUPPORT FOR KNEE WALL ABOVE
(SEE KNEE WALL NOTE AND TYR, DETAIL)
EXISTING MASONRY WALL
SECTION 3
00 >
4
#ATCH
NAILS @ B" O.0 (STAGGERED)
KLEj--AALL-E=
4
CONC, COLUMN
SEE PLAN
C.M
U WALL
TO
2 X 6 BOTTOM PLATE W/(3)16d TOE NAILS,
AND SCHEDULE
�STING W
TING W
L
I
!-HICKNES
1
CONNECT BOTTOM PLATE THROUGH
4
5-0,
8"X8" CONC. SILL
FOR FASTEN KNEEWALL TO CONCRETE
W1 2 # 5 CONT.
JCKNESI�
HTS20 (FL10456) BY SIMPSOM
JH
W/ 10-10d NAILS INTO EA. MEMBER
TWICAL KNEE WALL DETAIL
< LL
NEW C.M.0 WALL
TO MATO
*C�
m
E ISTING W LL
LL
TH I
SS
ss
NESS
I III F j I it 11 L�: 11 / I I TOP OF CVICTMIrl
---9vFOUNDATION
r/// � f VA V///, V/ 10 >1
fo DRILL & EPDXY (HIT HY 150 BY
HILTI) DOWELS INTO EXISTING
CONCRETE (SAME SIZE AND NUMBER
2 #7 DOWELS X 3--0" LONG AS VERTICAL REINF.)
SET IN EPDXY HIT HY 150 BY HILTI
8
S-5
CONCRETE TIE BEAM
FASTEN KNEEWALL STUD TO CONC. BEAM
W/ 1/4"0 TAPCONS @ 6" O.C.
2Y2" MINIMUM EMBEDMENT
I X I I X I I X I
4-3 n
WORD KNEE WALL
ABOVE EXIST, TRUSSES
SEE TYP. KNEE WALL DETAIL,
EXISTING TRUSS
8d RING SHANK NAILS
F @4" O.0
ADD 2X6 WOOD BLOCKING (P 12" MIN.
TO PROVIDE SUPPORT FOR KNEE WALL ABOVE
(SEE KNEE WALL NOTE AND TYR, DETAIL)
EXISTING MASONRY WALL
[-AI,3T. I-VINCr%LiL DLAlV
1 1/2" WIDEx14GA.x4" LONG,
MASONRY TIES @ 16" O.C. W/
3/16" X 1" LONG, CONC, SCREV
EXIST, =
OR BLOCK
1# 5 VERT, IN GROUTED
DRILL & EPDXY DOWELS INTO
EXISTING CONCRETE (SAME
ST, CONC. COLUMN
OR BLOCK
SECTION 3
SCALE: 3/4w = V-0w S-5
�-5)
(2)2X6 TOP PLATE FASTEN
TOGETHER W/ (2) 16d COMMON
NAILS @ B" O.0 (STAGGERED)
KLEj--AALL-E=
2X6 WOOD STUDS
2 X 6 VERTICAL WOOD STUDS @ 16"O,C
KNEE WALL @16" MAX,
CONNECTED TO (2) 2 X 6 TOP PLATE AND
(SEE STRUCTURAL NOTES)
2 X 6 BOTTOM PLATE W/(3)16d TOE NAILS,
CONNECT VERTICAL STUDS TO BOTTOM
'4
WOOD MEMBER W/ HTS-20 BY SIMPSON,
-T
CONNECT BOTTOM PLATE THROUGH
SHEATHING TO WOOD MEMBER BELOW W/(2)
16d NAILS 9 EA INTERSECTION.
FOR FASTEN KNEEWALL TO CONCRETE
ELEMENTS USE 1/4"0 TAPCONS 9 6" O.C.
WITH 2Y2" MINIMUM EMBEDMEND
HTS20 (FL10456) BY SIMPSOM
W/ 10-10d NAILS INTO EA. MEMBER
TWICAL KNEE WALL DETAIL
[-AI,3T. I-VINCr%LiL DLAlV
1 1/2" WIDEx14GA.x4" LONG,
MASONRY TIES @ 16" O.C. W/
3/16" X 1" LONG, CONC, SCREV
EXIST, =
OR BLOCK
1# 5 VERT, IN GROUTED
DRILL & EPDXY DOWELS INTO
EXISTING CONCRETE (SAME
ST, CONC. COLUMN
OR BLOCK