BID S

ET

4/10

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NOT FO

R CO

NSTRU

CTIO

N

BID S

ET

4/10

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NSTRU

CTIO

N

BID S

ET

4/10

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412

TRASH GATE TYPICAL 1513

20

2

3

6

7

8

9

14

15

16

19

18

17

2" X 4" GALV. STL. TUBESIDE RAILS

6" X 4" GALV. STL. TUBE TOP& BOTTOM RAILS

WELDED GALV. 1/4" THK X 5-1/2"HORIZONTAL STL SLATS @ 6" O.C.

TRASHENCLOSURE

GALV. STL. 3" X 3"TRELLIS POST

REFER TOSTRUCTURALPLANS

14"

2" X 4" GALV. STL.TUBE SIDE RAILS

WELDED GALV. 1/4" THK X5-1/2" HORIZONTAL STL SLATS@ 6" O.C.

4" x 6" GALV. STL.TUBE POST -BOLTED TO WALL- S.S.D.

6" X 4" GALV. STL.TUBE TOP &BOTTOM RAILS

TRASH GATE TYPICAL

14"

TRASHENCLOSURE

GENERAL NOTES:

1. ALL TUBING TO HAVEGALVANIZED FINISH.

2. ALL WELDS TO BE FILLED &GROUND SMOOTH.

1X6 WD. SLATS @ 6" O.C.

POST HSS2X2X3/16@4'-0" O.C.

HSS2X2X3/16 STL. GAL.TUBE RAIL & POSTS

GROUT IN EMBEDSLEEVE

EQ.

1'-0"

GUARD RAIL TYPICAL

EQ.

42" M

AX. H

T.

1-1/4"Ø HANDRAIL

1/2" Ø BAR

1-1/2

"

1 1/4" Ø POST WITH CAP

GENERAL NOTES:

1. ALL TUBING TO HAVEGALVANIZED FINISH.

2. ALL WELDS TO BE FILLED &GROUND SMOOTH.

HAND RAIL TYPICAL

(E) SIDEWALK

CORROSION RESISTANTSLEEVE- MIN. 4" INSIDEDIA. X 11" DEEP, SETIN GROUT

ROUND BIKE RACKINSTALL PER MFGRECOMMENDATIONS

1'-2"

3"

CONC. FOOTING8" MIN

11" M

IN.

BIKE RACK TYPICAL

8" MIN

3"

CONC. SIDEWALK

BENCH

CONC. FOOTING PER MFGRECOMMENDATION

IN-GROUND MOUNTING PERMFG RECOMMENDATION

PER

MFG

RECO

MMEN

D.

1'-3"

BENCH FOOTING TYPICAL

3'-0"

MAX

VARI

ES

EMBED BOLLARDPOWDER-COATED, 5" DIA.STEEL PIPE - CONC. FILLED

CONCRETE SIDEWALK

18"Ø X 30"DEEP WITH 4-#5VERT. WITH TIES #3@10"O.C.

TOP OF ALL BOLLARDS TOALIGN, TYP.

ADA PARKING SIGNAGEWHERE OCCURS - SEE CIVILDWGS.

BOLLARD TYPICAL

SECTION A-A

3" CLR.

24"Ø

3-#5

3-#5

#3 @12" O.C.

24" Ø

#3 TIES @10" O.C. PLACEFIRST 7 TIES @3" O.C.

1-1/2" DRYPACK

POLE, BASE PLATE, &MANUFACTURER

2'-6"

3" C

LR

LAMP POLE BYMANUFACTURER

3'-9"

MIN

.EM

BEDM

ENT

INTO

COMP

ITEN

T MA

TERI

ALPE

R SO

ILS E

NGIN

EER

6-#5 VERT.

14'-0

"MA

X.

LAMP POST TYPICAL

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

BID S

ET

4/10

/15

NOT FO

R CO

NSTRU

CTIO

N

4

1

STEEL COLUMN IN (E) WALL 2

3

7

6

5

8

9

STEEL AWNING WITH WOOD

STEEL HSS POST PERPLAN AT EACH CORNER

AWNING TRUSS

1X P.T. BY OTHERS(38"Ø NELSON STUD

AT EA. MEMBER)

STEEL TRUSS HSS2X2.5X1

4 ALL MEMBERS

1/4" x 4" x 16" STL

TYP.1/4

W/ (3) 5/8"Ø M.B.EA. SIDE OF STL COL.

ROOF SHEATHING

JOISTSNOT SHOWNFOR CLARITY

TS PERPLAN

5/8"ØNELSONSTUDS@ 32" O.C.

3/16

6" OR 8" X 20 GA METAL

3" FOR 2x4 WALL5" FOR 2x6 OR 2X8 WALL

EQ

EQ

6"

PLATE 1/4" W/(4) 3/4"Ø M.B.

HSS COLUMNPER PLAN

2x NAILER (TYP.) EA.SIDE W/ 1/2"Ø NELSONSTUDS @ 32" O.C.

PLAN VIEW

6"

4"4"

2"

S.W. 1532 CDX PLY. WITH10d COMMON 6/12

STEEL HSS POST PERPLAN AT EACH CORNER

AWNING TRUSS

STEEL HSS POSTCONTINUE TOPARAPIT WHEREOCCURS1X P.T. BY OTHERS

(38"Ø NELSON STUDAT EA. MEMBER)

STEEL TRUSS HSS2X2.5X1

4 ALL MEMBERS@ 30" O.C. MAX.

STEEL COLUMN IN (E) WALL

3S5.2

HSS 6X BEAM AT TOP ANDBOTTOM OF AWNING

HSS 6X BEAM AT TOP ANDBOTTOM OF AWNING

8"x20 GA STUDS(800S137-33) @16"o.c.

3S5.2

S.W. 1532 CDX PLY. WITH 10d

COMMON 6/12

4X4

4X4

4X4

4X4

4X4

4X4

CBSQCBSQ

CBSQ

CBSQ

CBSQ

CBSQ

2"4" 3"

4X10 CONT. BLK'GBEYOND FOR SPAN OFAWNINGW/ SIMPSON 'HUSC'HANGER

8"x20 GA STUD(800S137-33) W/ (4)-#10SMS TO EACH STUD @

60" O.C.

6"x20 GA STUDS(800S137-33) @16"o.c.

Z CLIP WITH 12"Ø X3"LAG @ 12" O.C.

Z CLIP WITH 12"Ø X3"LAG @ 12" O.C.

CANVAS AWINING

STEEL AWNING WITH WOOD

2x STUD W/16d @ 8" O.C.STAGG.

HOLDOWNSEE PLAN

2X STUD @ 16"O.C..

10S5.2 TYP.

POST SEEPLAN

2X STUD @ 16"O.C..

WOOD PILASTER @ C

WOOD PILASTER @ C

(E) FOOTING TOREMAIN

(N) FOOTING 3'X7'X24" WITH#5@8"O.C. EACH WAY (TOPAND BOTTOM)

USE 5 8"Ø X12" A.B.BOLT BELOW'CBSQ' (TYP.)

HSS 6X BEAM AT TOP ANDBOTTOM OF AWNING

HSS 6X BEAM AT TOP ANDBOTTOM OF AWNING

4X10 CONT. BLK'GBEYOND FOR SPAN OFAWNINGW/ SIMPSON 'HUSC'HANGER

USE STD. WASHER WITH ANCHOR

ANCHOR @ 1'-6" O.C. W/1/4" DIAM. POWDER DRIVEN

3/4" MIN. PENETRATION.

CONC. SLAB OR STEM

@ PER ARCH" O.C.2X STUDS

2X SILL

16NON-BEARING WALL

18" LAP8"

NEWEXIST'G.

DRILL & EPOXYINTO EXIST'G FTG. W/ SIMPSON SET-XPRR# 25185ICC-ES-ESR 4945

DOWEL TO MATCHCONT. FTG. STEEL

CONTINUOUS FTG.PER PLAN

(N) TO (E) FT'G 20

STUD

4X BLK'G AT PLATE BOLTS

2S5.2

ANCHOR BOLT 5 8"Ø X 12" MIN.EMBEDMENT

12S5.2

6"x20 GA STUDS(800S137-33) @16"o.c.

8"x20 GA STUD(800S137-33) W/ (4)-#10SMS TO EACH STUD @60" O.C.

12S5.2

8"x20 GA STUD (800S137-33)W/ (4)-#10 SMS TO EACH

STUD @ 60" O.C.

12S5.2

2-6" OR 8" X 20 GA METAL

2-6" OR 8" X 20 GA METAL

12S5.2

3S5.2

2-6" OR 8" X 20 GA METAL

WOOD PILASTER @ C

(E) BUILDINGFRAMING.

4X BLK'G CONT.ALONG PERIMETER@ 48" O.C.

1X6 WD SLATSPER ARCH@6"O.C.12" GAPIN BETWEEN(TYP.)

FINISH PERARCH

4X CONTINUOUSPOST (TYP.)

4X4 BRACE @48"O.C. (ALLPOSTS) WITH4-16d COMMONNAILS AT BOTHENDS

1/2"Ø LAG BOLT THRUMETAL SLEEVEPENETRATED INTO (E)FRAMING 3" @ 60" O.C.EA. 4X POST

4

17

18

19

20

1

PARAPIT HT. EXTENSION

2

3

7

6

5

8

9

10

1116

15

14

12

4'-0" MAX.

6'-6"

MAX

A35 ON EACH SIDE OFEXTENDED POST TONEW PARAPIT HT.

SIMP. 'MST48" ATBROKEN TOPPLATE A35 EA.SIDE AT POST(TYP.)

(E) HEADERWHERE OCCURS

(N) 4X POST WITHA35 ON EA. SIDEAT BOTTOM

PARA

PIT

EXTE

NDED

HT.

2S5.2

STEEL POSTWHERE OCCURS

3S5.2

WOOD PILASTER @ C

E.N. E.N.

4X4 BRACE @48"O.C. (ALLPOSTS) WITH 4-16dCOMMON NAILS ATBOTH ENDS

4X BLK'G CONT.ALONG PERIMETER

1'-0"

2'-0"

WOOD PILASTER FT'G @ C3'X7'X24

8

2-#4 DOWELS EACH DIRECTIONDRILL & EPOXY WITH SET-XP BYSIMPSON CONT. INSP. REQ'D.8" MIN. EMBED. (TYP.)ICC-ES-2508

6-#5 VERT. WITHTIES #4@7"O.C.

4"

3" T

YP.

#5@8"O.C. TOP ANDBOTTOM EACH WAY

MIN.2%

WOOD POST

TO REMAINEXISTING FOOTING

(E) CONCRETE SLABTO REMAIN

GRADE

(E) EXTERIOR FOOTING

AWNING CONNECTION

(N) POST ON (E) 2XP.T. SILL WITH A35ON EACH SIDE

PER PLANBEAM

A34 EA SIDE

PLATES2X TOP

TYP.

PER PLANPOST

PER PLAN2X @ 16"O.C.

POST INSIDE (E) WALL

MIN.2%

WOOD POST

(E) CONCRETE SLABTO REMAIN

GRADE

(N) EXTERIOR FOOTING

SIMPSON"CPTZ"

CONCEALED POST BASE

PER PLAN

24" M

IN.

MIN.8"

TOP & BOTTOM2- #4 BAR

4" C

LR

TIES #3@18"O.C.

"MST 48" STRAPTYP. (4) PLACESU.N.O. PER PLAN

SHEAR WALLPER PLAN

HEADER PER PLAN

(2) 2x SILL

6x BLOCKING AT STRAPSTYP. TOP & BOTTOM6X8 KING STUDS (TYP.)

PERP. SHEARWALL

MIN.2%

PER PLAN

WHERE OCCURSSHEAR WALL

P.T.D.F. SILL W/A.B. PER SHEARWALL SCHEDULE

STUDS PER PLAN

E.N.

TOP & BOTTOM

FOUNDATION PLAN

CONCRETE SLABAND BASE PER

GRADE

TIES #3@18"O.C.

(N) EXTERIOR FOOTING

HSS 6X TOP PER PLAN

14"

TYP.

STEEL PLATE 3.5"X6"X1/4"WITH 2-5/8" Ø THRU BOLTS

14"

TYP.

AWNING FRAMINGVERTICAL MEMBER

HSS 6X BOTT. PER PLAN

14"

TYP.

STEEL PLATE 3.5"X6"X1/4"WITH 2-5/8" Ø THRU BOLTS

14"

TYP.

P.T. 3X4 POST @ 30"O.C.TOP: 2- SDS SCREWS TO 8X8 BEAMBOTTOM: 2- SDS SCREWS TO 2X P.T. SILL REFER TO 16/S5.2 FOR SILL PLT.

LAG BOLTS 3 8"Ø X 3"AT EACH END

1X6 COMP. WOODBOARD PER ARCH.

WOOD TRELLIS

4X POST W/ SIMP.'CBSQ'CONTECT 5 8"Ø X 12"A.B. AT BASE (TYP.)

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

4

17

18

19

20

1

2

3

7

6

5

8

9

10

1116

15

14

12

3/4" X 15"X15" STL. PL.TYP.

HSS PER PLAN

SEE PLAN

2"2"

OF BM. #4 @ 8" O.C.USE #4 TIES @ 4" O.C. MAX. BALANCE

5'0"

1.5" CLR.

#4 TIES @8" O.C.

PER PLAN

3" CL.

3/16

PER PLAN

#4 TIES @ 8" O.C.

TYP.PER PLAN

#6 BARS X 5' LONG

#4 @ 16" O.C.

4-#6 #6 A706 BARS X 5' LONG TYP.

EXTEND 24" INTO SLAB

TYP.

STEEL COL PERPLAN

PER PLAN

TYP.1.5"

TOWER FOUNDATION

F.P.F.P.

HSS BEAMPER PLAN

HSS COLUMNPER PLAN

3/8" THICKEND PLATE

2X NAILERW/ 5/8"Ø STUD BOLTS@ 24" O.C.

1/4

1/4

2X NAILERW/ 5/8"Ø STUD BOLTS@ 24" O.C.

STEEL COL.

HSS PERPLAN

1/4

HSS COLUMNPER PLAN

HSS BEAMPER PLAN

1/4ALL SIDESTYP.

PER PLAN

STEEL COL. BEAM

STEEL COL. BEAM

STEEL COL. BEAM

STEEL COL. BEAM

HSS BEAMPER PLAN

1/4ALL SIDESTYP.

HSS BEAMPER PLAN

EPOXY HOLD DOWN SCHDL.6. HOLDOWN RR 25248; ICC-ER 4935

4. PROVIDE PLATE WASHER AT BOLTS TO POST.

2. ANCHOR SHALL BE ASTM A307 GRADE THREADED ROD.1. ALL BOLTS SHALL BE ASTM A307 GRADE.

3. ADHESIVE SHALL BE SIMPSON SET-XP EPOXY GROUT, ICC-ER ESR2508

5. CONTINUOUS INSPECTION REQUIRED FOR INSTALLATION OF EPOXY GROUT.

MINMUM CONCRETE STREGNTH = 2500 PSI

2081

3008

3825

5595

7819

HDU4

HDU2

HDU5

HD12

HDQ8

NOTES:

5100

7460

10425

2775

4010

10.00

12.00

20.00

20.00

20.00

7/8

7/8

7/8

5/8

3/4

5.56

5.56

5.56

3.75

5.00

TIE-DOWN CAPACITYL.A. CITY

*

48337160

7160

7160 4833

4833

3915

6235

2643

4209

SIMPSON HDSEE SCHED.

DRILL &EPOXYGROUT

(E) CONC.FOUNDATION

E.N.

E.N.

HOLDOWN W/ PLATEWASHER PER PLAN

(E) OR (N) 4x POST

(E) RAISED FLR.PER PLAN

SIMPSON SET-XPFOR EMBED SPEC.SEE SCHEDULE

5/8" THREADED RODAT 'HD2A' & 'HD5A'7/8" THREADED RODAT 8A & HD10A

MIN. EDGE DISTANCE:2 5/8" MIN. FOR 5/8" ROD @ HD2A3 3/4" MIN FOR 5/8" ROD @ HD5A5 5/8" MIN FOR 7/8" ROD @ HD8A & HD1OA

3" M

IN.

EMBE

D.

*

MIN.

EM

BED.

REQUIRED SPECIAL INSPECTION FOR EPOXY

24"3"

CLR

.3'-

0" M

AX.

24"

12" CONC.WALL (F'c = 2500 psi)

3x P.T.D.F. NAILER W/ 5/8"Ø A.B.PER PLAN

GRADE

(3) #5 T & B

#4@16"O.C.HOR. & VERT.

SLAB PERPLAN

SHEAR WALLPER PLAN

HEIG

HT P

ER A

RCH

TIES #3@18"O.C.

CONCRETE PEDESTAL

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