BID S
ET
4/10
/15
NOT FO
R CO
NSTRU
CTIO
N
BID S
ET
4/10
/15
NOT FO
R CO
NSTRU
CTIO
N
BID S
ET
4/10
/15
NOT FO
R CO
NSTRU
CTIO
N
BID S
ET
4/10
/15
NOT FO
R CO
NSTRU
CTIO
N
BID S
ET
4/10
/15
NOT FO
R CO
NSTRU
CTIO
N
BID S
ET
4/10
/15
NOT FO
R CO
NSTRU
CTIO
N
BID S
ET
4/10
/15
NOT FO
R CO
NSTRU
CTIO
N
BID S
ET
4/10
/15
NOT FO
R CO
NSTRU
CTIO
N
SUITE 30853± 2540 SF
SUITE 30857± 2540 SF
31'-11"
31'-11"
77'-2"
N
PROJECT
CLIENT
PROJECT NUMBER
SCALE
SHEET NUMBER
SHEET TITLE
ISSUE DATE
CONSULTANT
30805-30895 East Thousand Oaks Boulevard
Westlake Village, CA 91362
CH Realty IV/North Ranch LP
3819 Maple Avenue
Dallas, TX 75219
Progress 10/17/14
1210
05
1015
2025
N
BID S
ET
4/10
/15
NOT FO
R CO
NSTRU
CTIO
N
AS4
.1D
N
PROJECT
CLIENT
PROJECT NUMBER
SCALE
SHEET NUMBER
SHEET TITLE
ISSUE DATE
CONSULTANT
30805-30895 East Thousand Oaks Boulevard
Westlake Village, CA 91362
CH Realty IV/North Ranch LP
3819 Maple Avenue
Dallas, TX 75219
Progress 10/17/14
1210
05
1015
2025
N
BID S
ET
4/10
/15
NOT FO
R CO
NSTRU
CTIO
N
AS4
.1D
N
PROJECT
CLIENT
PROJECT NUMBER
SCALE
SHEET NUMBER
SHEET TITLE
ISSUE DATE
CONSULTANT
30805-30895 East Thousand Oaks Boulevard
Westlake Village, CA 91362
CH Realty IV/North Ranch LP
3819 Maple Avenue
Dallas, TX 75219
Progress 10/17/14
1210
05
1015
2025
N
BID S
ET
4/10
/15
NOT FO
R CO
NSTRU
CTIO
N
1CLOCK TOWER FOOTING
ASECTION 1
1S4.1D
4X CONTINUOUS POST (TYP.)INTERMEDIATE
SIMPSON 'A35@16"O.C. ATEACH CORNER ND MIDDLE
POST CONNECTED TO (E)FRAMING
E.N.
5S4.1D
(E) FOOTING TOREMAIN
5
4X4 BRACE @48"O.C. (ALLPOSTS) WITH 4-16dCOMMON NAILS ATBOTH ENDS
1X6 WD SLATS PERARCH @6"O.C.12"GAP IN BETWEEN(TYP.)
WOOD PILASTER 4
CLOCK TOWER FOOTING
4X4 C
ONT.
12'-0"
3'-0"
(N) FOOTING 3'X12'X24" WITH#5@8"O.C. EACH WAY (TOP
AND BOTTOM)
3/4" STEEL PLATE WITHA.B. 4-5/8"Ø X 10"WHERE STEEL COLUMNOCCURS (TYP.)TYP.
TYP.14"
HSS3X3X
3/8TYP.
4 1/2" 3.5"
HSS3X3X
3/8
TYP.
CONT. STEEL HSS3X3X3
8 COL. 6 TOTAL
2X6 METAL TRELLISCANOPY
TYP.14"
HSS 3X3X14 BRACE
WELDED TOPERIMETER OF TOWER@ 48"O.C.
4X4 CONT. BLK ATPERIMETER BOLTED TOHSS 3X3X1
4 BRACEWITH 5 8"Ø NELSONBOLTS @ 16"O.C.NOTCH BOLT INTO 4XBLK.
HSS 3X3X14 CONT.
CANT. BEAM TO ENDTOWER
HSS 3X3X14 BRACE AT
STEEL COL LOCATIONS3 TOTAL
TYP.14"
TYP.14"
CBSQ
4X4 BRACE @48"O.C. (ALLPOSTS) WITH 4-16dCOMMON NAILS ATBOTH ENDSCONT. STEEL HSS
3X3X38 COL. 6 TOTAL
4X4 CONT. BLK ATPERIMETER BOLTED TOHSS 3X3X1
4 BRACEWITH 5 8"Ø NELSONBOLTS @ 16"O.C.NOTCH BOLT INTO 4XBLK.
HSS 3X3X14 BRACE AT
STEEL COL LOCATIONS3 TOTAL
TYP.14"
TYP.14"
4X4 BRACE @48"O.C. (ALLPOSTS) WITH 4-16dCOMMON NAILS ATBOTH ENDS
2
SIMILAR TO DETAIL6/S4.1D
POST CAPS PER ONWOOD POST PERDETAIL 11/S4.1D
1X6 WD SLATS PERARCH @6"O.C.12"GAP IN BETWEEN(TYP.)
ARCH. FINISH PER PLAN
SIMILAR TO DETAIL6/S4.1D
4X4 BRACE @48"O.C. (ALLPOSTS) WITH 4-16dCOMMON NAILS ATBOTH ENDS
1X6 WD SLATS PERARCH @6"O.C.12"GAP IN BETWEEN(TYP.)
4X POST W/SIMP.'CBSQ'CONTECT 5 8"Ø X12" A.B. AT BASE(TYP.)
(N) FOOTING 3'X12'X24"WITH #5@8"O.C. EACHWAY (TOP AND BOTTOM)
3/4" STEEL PLATE WITHA.B. 4-5/8"Ø X 10" WHERESTEEL COLUMN OCCURS(TYP.)
4'-0"
4"20
" 3/4" STEEL PLATE WITHA.B. 4-5/8"Ø X 10" WHERESTEEL COLUMN OCCURS(TYP.)
4-#6 TOP/BOTTOM ASSHOWN WITH TIES#4@10"O.C.
24"
3"
4X POST WITH 4X BLK'GBETWEEN (E) FRAMING, TYP.
CLOCK TOWER FRAMING
3
2
5
6
7
8
10
9
CANT. FLAT CANOPY
WOOD PILASTER TYPICAL
TYP.NELSON STUDS5
8"Ø @ 24"O.C.
3"X9"X3/8"PLATE WITH2-3/4"Ø BOLTS
14"
4X8 BLOCKING WITH SIMP.'HUSC' EA. SIDE WHEREBRACE OCCURSBLOCK 2 ADDITIONAL BAYON EACH SIDE (3/S4.1D)
TYP.14"
3"X9"X3/8"PLATE WITH2-3/4"Ø LAGSCREWS
HSS3X3X1/4BRACE WITHPLATES ONBOTH SIDES
14"
3"X9"X3/8"PLATE WITH2-3/4"Ø BOLTS
SECTION A-A'
HSS3X3X1/4(TYP.)
FOOTING BELOW
4 1/2"
3-1/2
"
3/4" STEEL PLATE WITHA.B. 4-5/8"Ø X 10"WHERE STEEL COLUMNOCCURS (TYP.)
1 1/2"1-
1/2"
1 1/2"
4X4 OR 4X8 W/ SIMP.'CBSQ' (TYP.) POSTBASE.
4X4 W/ SIMP.'CBSQ' (TYP.)POST BASE
PER
ARCH
3'X5'X30"
30"
7
5-#5 TOP AND BOTTOMEACH WAY
2-#4 DOWELS EACH DIRECTIONDRILL & EPOXY WITH SET-XP BYSIMPSON CONT. INSP. REQ'D.8" MIN. EMBED. (TYP.)ICC-ES-2508
4"
6-#5 VERT. WITHTIES #4@7"O.C.
4X POST W/ SIMP.'CBSQ'CONTECT 5 8"Ø X 12"A.B. AT BASE (TYP.)
WOOD PILASTER FT'G
1X6 WD SLATSPER ARCH@6"O.C.12" GAPIN BETWEEN(TYP.)
TRELLIS JOISTS3X6@12"O.C.HSS BEAM
PER PLAN
TRELLIS TO STEEL BEAM
FLAT CANOPY
F.P.
HSS BEAMPER PLAN
HSS BEAMPER PLAN
1/4" THICKEND PLATE
POST CAP DETAIL
CAPS PER SIMPSONMODIFIED COLUMN
CATALOG "CCO"
4X6 PERIMETER
~
4X POST PER PLAN
SIMPSON STRAPPER PLAN(MST36 U.N.O.)
11
7"
STEEL PLATE 3"X5"X14
WITH2 - 12 "Ø THRU BOLTS
1.5"
1.5"
TYP.14"
14"
HSS BRACE PERDETAIL 1
HSS 2X2X1/4BRACE
6.5"X6.5"X38"
PLATE W/ 4-5/8" X3" LAG SCREWSSEE PLATESECTION A-A'
4X8 BLOCKING WITH SIMP.'HUSC' EA. SIDE WHEREBRACE OCCURSBLOCK 2 ADDITIONAL BAYON EACH SIDE
6"
6" 1.5" T
YP.
SECTION A-A'
PILASTER BRACE TO (E)
ALL EXPOSED STEEL MEMBERS, BOLTS,NAILS, CONNECTORS SHALL BE GAVANIZED
N
PROJECT
CLIENT
PROJECT NUMBER
SCALE
SHEET NUMBER
SHEET TITLE
ISSUE DATE
CONSULTANT
30805-30895 East Thousand Oaks Boulevard
Westlake Village, CA 91362
CH Realty IV/North Ranch LP
3819 Maple Avenue
Dallas, TX 75219
Progress 10/17/14
1210
05
1015
2025
BID S
ET
4/10
/15
NOT FO
R CO
NSTRU
CTIO
N