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