set 4/10/15 bid - sbscorp.ussbscorp.us/plans/north ranch geteway/structural notes and...
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BID S
ET
4/10
/15
NOT FO
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NSTRU
CTIO
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BID S
ET
4/10
/15
NOT FO
R CO
NSTRU
CTIO
N
BID S
ET
4/10
/15
NOT FO
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NSTRU
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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
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