A PROPOSED PUBLIC SAFTY FACILITY FOR...TYPICAL SLAB JOINTS NTS WIRE AT JOINT SLAB REINF. WHERE...
Transcript of A PROPOSED PUBLIC SAFTY FACILITY FOR...TYPICAL SLAB JOINTS NTS WIRE AT JOINT SLAB REINF. WHERE...
A
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"
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DESCRIPTION
REVISIONSNO. DATE
F. 619.236.0557
PROJECT
AMERICAN INSTITUTE OF ARCHITECTS
www.mpa-architects.com
CLIENT
MEMBER
San Diego, CA 92104V. 619.236.0595
3578 30th Street
WIN
TERH
AVEN
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P
A
A
R
C
H
I T
E
C
T
S
I N
C
.
PUBL
IC S
AFET
Y FA
CILIT
Y
COUNTY OF IMPERIALPLANNING & DEV.SERVICES DEPT
801 MAIN STREET EL CENTRO, CA 92243
(760) 482-4236
MEZZANINE/ ENTRYTOWER FRAMING
PLANS
S 2.0
TITLE
TITLE
L
ICENSED ARCHITECT
STATE O OF CA LIFRNIA
NHOJ
RUMSEY
C26819Exp. 3-31-2017
MEZZANINE - FLOOR FRAMING1/4" = 1'-0" A
MINIMUM TOP AND BOTTOM
SHEAR WALL SCHEDULE
S162-43 T150-54
STUD THICKNESS TRACKWALLTYPE
T150-54S162-43
SCREW SPACINGAT PANEL EDGES
TOP AND BOTTOM TRACK ATTACHMENTTO RIM TRACK TO CONCRETE TO STRUCTURAL STEEL
#8 @ 6" OC
#8 @ 4" OC
SHEAR CAPACITY (PLF)
USE: 15/32" STRUCTURAL 1 APA RATED PLYWOOD SHEATHING
NOTES:1. ATTACH 15/32" STRUCTURAL 1 SHEATHING TO STEEL STUD FRAMING WITH SIMPSON #8 PPSD QUICK DRIVE SELF-DRILLING SCREWS (SHANK Ø = .130"). SCREW FASTENER
HEAD MUST BE FLUSH WITH PANEL SURFACE AND PENETRATE INTO THE STEEL STUD FRAMING MEMBER A MINIMUM OF (3) EXPOSED THREADS. INSTALL FASTENER WITHA MINIMUM ~6" EDGE DISTANCE.
2. PROVIDE BLOCKING AT ALL PANEL EDGES PER 3/SD1.
3. FOR STUD ATTACHMENT TO TOP AND BOTTOM TRACK REFERENCE 2/SD1.
4. INSTALL PLYWOOD PANELS VERTICALLY.
5. PROVIDE FLAT STRAP BRIDGING AT ALL SHEAR WALLS PER 3/SD1.
6. PROVIDE FASTENERS @ 12" OC ALONG INTERMEDIATE FRAMING MEMBERS.
#8 @ 6" OC
#8 @ 4" OC
712
1064
43MIL
S162-43
S162-43
T150-54
T150-54
#8 @ 3" OC
#8 @ 2" OC
#8 @ 3" OC
#8 @ 2" OC
SIMPSON 0.157Ø PDPA-175 W/ 1-1/4"EMBED @ 8" OC
SIMPSON 0.157Ø PDPW-175 W/ 1-1/4"EMBED @ 4" OC
SIMPSON 0.157Ø PDPA-125 W/ 1"EMBED @ 8" OC
SIMPSON 0.157Ø PDPA-125 W/ 1"EMBED @ 4" OC
SIMPSON 0.157Ø PDPW-175 W/ 1-1/4"EMBED @ 4" OC SIMPSON 0.157Ø PDPA-125 W/ 1"
EMBED @ 4" OC
SIMPSON 0.157Ø PDPW-175 W/ 1-1/4"EMBED @ 4" OC SIMPSON 0.157Ø PDPA-125 W/ 1"
EMBED @ 4" OC
1420
1752
3:12 MAX ROOF SLOPE
MANUFACTURER:
SPECIFICATIONS:
APPLICATION:
JOHNS MANVILLE
JOHNS MANVILLE BUILT-UP ROOFING SPECIFICATION 4GNCPRODUCT: 4GNC (1) BASE SHEET, (2) PLY-4 SHEETS, (1) GLASKAP
1.75 - 2.6 POUNDS PER SQUARE FOOTINSTALLED WEIGHT:
UL #: TGFU.R10167
CLASS "A" ROOFING SYSTEM
MANUFACTURER:
SPECIFICATIONS:
APPLICATION:
CARLISLE SYNTEC INCORPORATED
-PRODUCT: SURE-WELD (TPO), SINGLE-PLY THERMOPLASTIC
1.75 - 2.6 POUNDS PER SQUARE FOOTINSTALLED WEIGHT:
ICC-ES #: ESR-1463MECHANICALLY-FATENED, SURE-WELD WHITE MEMBRANE IN STANDARDREINFORCED 60-MIL THICKNESS, ATTACHED OVER 2- LAYERS CARLISLE "FR BASESHEET 1S", OVER WOOD DECK w/ CARLISLE HPX OR HPXTRA FASTENERS ANDPIRANHA PLATES. ADJOINING SHEETS ARE OVERLAPPED AND JOINED TOGETHERw/ A MIN. 1 1/2" WIDE HOT AIR WELD.
MECHANICALLY ATTACHED DIRECTLY OVER WOOD DECK. MECHANICALLYATTACH (1) LAYER JM BASE SHEET, FULLY HOT MOP (2) LAYERS JM PLY-4, FULLYMOP (1) LAYER GLASKAP GRANULATED CAP SHEET. SBS IN THE ANGLES AND ATALL PENETRATIONS AND WALLS, PROVIDE 10 YEAR NDL.
0.23 - 0.40 POUNDS PER SQUARE FOOTINSTALLED WEIGHT:
INSTALL PER MANUFACTURER'S RECOMMENDATIONSINSTALLATION:
INSTALL PER MANUFACTURER'S RECOMMENDATIONSINSTALLATION:
ALTERNATE CLASS "A" BUILT ROOFING SYSTEM:
CRRC#: 0628-0002
ENTRY TOWER - RESTROOM CEILING FRAMING1/4" = 1'-0"
ENTRY TOWER ROOF FRAMING1/4" = 1'-0"
JOIST800S162-43@ 16" O.C.
CB
ASD1.2
CSD1.2
TYP.
TYP.
PLAN CHECK CHANGES1 02-01-17
1
PLAN CHECK CHANGES2 03-01-17
(HDR
01) 2
x800
S250
-54
(HDR
02) 2
x800
S250
-68
2x36
2S25
0-43
(HDR
03)
2x36
2S25
0-43
(HDR
03)
2x36
2S25
0-43
(HDR
03)
2x36
2S25
0-43
(HDR
03)
2
3'-0"
2
4'-3"
243'-6"
2 7'-3"
2 6'-7"
2 7'-8"
3
3'-5"
3
3'-7"
JOIST800S162-68@ 16" O.C.
2x362S250-43(HDR)
CSD1.2TYP.
BSD1.2
TYP. BSD1.2
TYP.
ASD1.2TYP.
FBM 02W 8x13
JOIST800S162-68@ 16" O.C.
FBM 03W8x13
4"x4"x1/4" HSS W
8x13
W8x
13
MSD1.1
TYP.
ISD1.2
TYP.
LANDING COLUMN
KSD1.2
KSD1.2
1
1
11
ROOF
RAF
TER
800S
162-
68 @
16" O
.C.
600S
200-
68@
16" O
.C.
BALO
ON W
ALL F
RAMI
NG
2
2
9'-0"
5'-10"
(HDR
04) 2
x600
S250
-43
28'-1"
BSD1.2TYP.
ASD1.2
CSD1.2
TYP.
TYP.
600S162-68 @16"BALOON WALL FRAMING
(FBM
01) 2
x600
S162
-97
GSD1.2
TYP.
GSD1.2
TYP.
2x400S162-43 COLUMN
2x400S162-43 COLUMN
5
5
PRE-BID REVISIONS5 04-10-17
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DESCRIPTION
REVISIONSNO. DATE
F. 619.236.0557
PROJECT
AMERICAN INSTITUTE OF ARCHITECTS
www.mpa-architects.com
CLIENT
MEMBER
San Diego, CA 92104V. 619.236.0595
3578 30th Street
WIN
TERH
AVEN
M
P
A
A
R
C
H
I T
E
C
T
S
I N
C
.
PUBL
IC S
AFET
Y FA
CILIT
Y
COUNTY OF IMPERIALPLANNING & DEV.SERVICES DEPT
801 MAIN STREET EL CENTRO, CA 92243
(760) 482-4236
FOUNDATIONDETAILS
SD 1.0TITLE
TITLE
TITLE
TITLE TITLE
TITLE
TYPICAL SLAB JOINTSNTS
WIRE AT JOINT
SLAB REINF. WHERE OCCURSCUT EVERY OTHER BAR OR
(OPTIONAL - ONE DIRECTION ONLY)
KEYED CONSTRUCTION JOINT
CONTROL JOINT
SAWCUT OR TOOLED JOINT w/JOINT FILLER & SEALANT AT
EXPOSED FLOORS
B
CONSTRUCTION JOINTA
1/4" WIDE x 1/2" DEEP GROOVE w/SEALANT FILLER AT EXPOSED FLOOR5/8"Ø x 1'-6" SMOOTH BAR AT 30" O.C.
REQUIED AT OUTSIDE SLABS ONLY
BREAK BOND AT ONE END OFBAR (WRAP TAPE OR SIMILAR)
2"
10"10"
"t"
1/4" "
t"
1/4" AT EXPOSED FLOOR1/8" EVERYWHERE ELSE
eq.
eq.
PERIMETER WALL FOOTINGNO SCALE
COLUMN FOOTINGNO SCALE
PERIMETER FOOTING @ OPENINGNO SCALE NO SCALE
END WALL COLUMN FOOTING
EXT. CONCRETE SLAB
8"
SEE ARCH'L PLANS FOREMBEDDED SLAB PROTECTION
SLOPE
MIN FTG WIDTH PER PLAN
REINF'G PER PLAN(CONT. THROUGHFTGS. @ COLS.)
4" M
IN.
MIN
FTG
DEPT
H PE
R PL
AN
METAL BUILDINGSTRUCTURE BEYONDPER P.E.B.M.
MIN
FTG
DEPT
H PE
R PL
AN
CONTINUOUS SPECIAL INSPECTION
3"
ALL SHOP WELDING SHALL BE DONE IN ACERTIFIED STEEL FABRICATORS SHOP
CERTIFIED WELDER OR WITH FIELD WELDING TO BE DONE BY A
1.
2.
NOTE
1/4
STEEL COLUMN REFER TOSTEEL BLDG STRUCT'L PLANS
FTG WIDTH PER SCHED.
8"MI
N FT
G DE
PTH
PER
PLAN
SEE CIVIL FOR FINISH GRADE
REINFORCINGPER SCHED.
TOP & BOTTOM
EXTEND PERIMETERWALL FDN. REINF'G
THRU PAD FTG.
REFER TO STEEL BUILDING STRUCTURALPLANS FOR ALL BASE PLATE AND
1.NOTE
ANCHOR BOLT SIZES
FOOTING @ 8" CMU WALLNO SCALE
1. MAXIMUM CONTROL JOINT SPACING SHALL BE 20'-0" O/C, U.N.O.NOTES: PLAN
2 - #5 EA. SIDEOF JOINT
KEY COLD JT. FULL HEIGHT
CUT EVERY OTHER HORIZ. REINF.BAR AS SHOWN
REVERSED OPEN END BLOCK
WALL REINF. ASSPECIFIED
TYP.CONCRETE MASONRY WALL CONTROL JOINTN.T.S.
FILL JT. W/ CONT. SEALANT EA.SIDE, COLOR TO MATCH BLOCK
3"
CENTER LINE OF COLUMN AND ISOLATED PAD FOOTING
REINF'G PER PLAN(CONT. THROUGHFTGS. @ COLS.)
CLR
CLR
GRADE BEAMFOOTING PERPLAN
CONTINUOUS SPECIAL INSPECTION
3"
ALL SHOP WELDING SHALL BE DONE IN ACERTIFIED STEEL FABRICATORS SHOP
CERTIFIED WELDER OR WITH FIELD WELDING TO BE DONE BY A
1.
2.
NOTE
1/4
STEEL COLUMN REFER TOSTEEL BLDG STRUCT'L PLANS
MIN FTG WIDTH PER PLAN
8"MI
N DE
PTH
PER
PLAN
SEE CIVIL FOR FINISH GRADE
REINFORCINGPER SCHED.
TOP & BOTTOM
EXTEND PERIMETERWALL FDN. REINF'G
THRU PAD FTG.
REFER TO STEEL BUILDING STRUCTURALPLANS FOR ALL BASE PLATE AND
1.NOTE
ANCHOR BOLT SIZES
CENTER LINE OF COLUMN AND ISOLATED PAD FOOTING
CLR
8"
MIN FTG WIDTH PER PLAN
MIN
FTG
DEPT
H PE
R PL
AN2'-
6" M
IN. L
AP(N
.T.S
.)
2-3/4"
STD. 90°HOOK
#4 @ 16" O.C. VERT.
8" CMU WALL
#4 @ 24" O.C. HORIZ.
SLAB & REINF.PER PLAN
REINFORCINGPER PLAN
SEE CIVILFOR FINISH
GRADE
#4 @ 16" O.C. VERT.
#5 AT GROUTEDTOP CELL
COL. BEYOND
GIRT CONNECTEDTO COLULMNBEYOND BY P.E.B.M.
5/8'' DIA. A.B.AT 32" O.C.(5" EMBED.)
SMOOTH BLOCK TOP COURSE
WALL PANEL BYPRE-ENGINEEREDBUILDING MFR.
T/O CMU WALL = 8'-0''
3"CLR.
3" CLR.
MIN FTG WIDTH PER PLAN
REINF'G PER PLAN(CONT. THROUGHFTGS. @ COLS.)
MIN
FTG
DEPT
H PE
R PL
AN
MIN
FTG
DEPT
H PE
R PL
AN
3"CLR.
3" CLR.
3"CLR.
3" CLR. MI
N FT
G DE
PTH
PER
PLAN
.
NO SCALE
CORNER/INTERSECTION REINF. @ WALLS & FTGS.
L = 40 DIAMETERS IN CONCRETEL = 48 DIAMETERS IN MASONRY
DOUBLE LAYER2-#5
AS SHOWN#5 (TYPICAL)
L
OCCUR
L = 30" MINIMUM WHERE PA/PAHD/HPAHD HOLDOWNS
AS SHOWN#5 (TYPICAL)
SINGLE LAYER
LL
OTHERWISE
SPACING AS WALL REINF."U" BARS SAME SIZE AND
L
L2-#5
L
2-#5
L
STRUCTURALSREINFORCEMENT PER
C STANDARD HOOKS FOR REINFORCING BARSN.T.S.
UNLESS OTHERWISE NOTED. THESEDIMENSIONS SHALL BE USED FOR
NOTE:
ALL INDICATED HOOKS
12d
d
C
DETAILING DIM.
D
90°
180°
DETAILING DIM. A
4d OR 2 1/2" MIN.
d
D
B
135°
EDE
TAILI
NG D
IM.
F
D
6d, 3"MIN.
d
DIMENSION TABLE FOR90° AND 180° HOOKS
BARSIZE
DIN.
AIN.
BIN.
CIN.
#3#4#5#6#7#8#9#10#11
2 1/433 3/44 1/25 1/469 1/210 3/412
56781011151719
34567811 3/413 1/414 3/4
6810121416192224
DIMENSION TABLEFOR 135° HOOKS
BARSIZE
DIN.
EIN.
#3#4#5#6
1 1/222 1/24 1/2
4 1/44 1/25 /128
FIN.
2 1/233 3/44 1/2
DTYPICAL ISOLATION JOINTNO SCALE
3/4"
TYPICAL CONTROL JOINT DETAIL (SAWCUT)NO SCALE
3/4"
1/4"
1/4" MAX.
3/8"
MIN.
1/4" T
HICK
,1/2
" MAX
.
1/8" RADIUS IF JOINTIS TROWELED
SEALANT
CONCRETE SLABPER PLAN
POLYETHYLENEFOAM ROD
ISOLATION JOINTMATERIAL
BEAM STIRRUP
BEAM TIE / STIRRUP DETAILNO SCALE
MAIN BOT. REINF. 1 1/2" MAX.
BEAM TIELONGIT. BAR
1/3 OF SPANTOLERANCE ALLOWED IN END
STIRRUP CAPS IF REQ'D WHERE
IF d>#6(2.5" MIN.)
INTERMED. LONGIT. BAR
6d
d
D
INTERMEDIATE LONGIT. BARS OCCUR OR WHERE INDICATED. PROVVIDE 135°
HOOKS AT ALTERNATE ENDS OVER CONT.
MIN.) 12d6d (2.5"
LONGIT. BARS
TOLERANCE ALLOWED IN ENDMAIN BOT. REINF. 1 1/2" MAX. LONGIT. BAR
1/3 OF SPAN
STAGGER 135° HOOKS ATTOP TWO CORNERS
6d
D
(2.5" MIN.)
d = TIE OR SUIRRUP BAR DIAMETERD = BEND DIAMETER: 4d AT #5 TIES/
d
BAR DIAMETER
STIRRUPS AND SMALLER, 6d AT #6 TIES/STIRRUPS AND LARGER. IN NO CASE SHALL BEND DIAMETERBE LESS THAN LONGIT. OR VERT.
F
NO SCALE
HOOKS AND BENDS
6" DIA. (2-1/2" MIN.)
STANDARD HOOKS AND BENDS
STIRRUP & TIE HOOKS
D = 5 DIA.
D
D = 8 DIA.D = 6 DIA.
D = 10 DIA.
D = 2-1/2"D = 2"D = 1-1/2"
#5 REBAR & SMALLER(GRADE 40 - 180° BEND ONLY)
#14 THRU #18 BARS
#8 BARS & SMALLER#9 THRU #11 BARS
D
6" DIA.
(4" MIN.)
#5 BARS#4 BARS#3 BARS
TIES 135° (MIN.) BEND
6" DIA. MIN FOR 180° HOOK
4" MIN.
D
180° BEND
D D D
45° BEND 90° BEND
12" D
IA.
G
6" MIN.
NO SCALE
PIPE LOCATION AT FOOTING4"
MIN
.
2:1
18"
PIPE TRENCH BELOWNO EXCAVATION FOR
MIN
THIS LINE
2:1ALLOWED
36" M
AX
36" MAX24" MIN
MIN9"
MIN9"
PRIOR TO POURINGPIPE TO BE ENCASED
NO PIPING
CROSS-SECTION
OF THE PIPEI.D. 1" GREATER THAN THE O.D.PROVIDE METAL SLEEVE WITHELEVATION
CONCRETE
TRENCH SHALL NOTUNDERMINE WALL FTG.
BACKFILL
PIPE SLEEVE
PIPEIN T
HIS
AREA
3" M
IN.
NO P
IPIN
G AL
LOW
ED
H
NO SCALE
(12 IN. MIN)
CONCRETE LAP SPLICE TABLECONCRETE
db
REQUIREMENTSADDITIONALDETAILS FOR SEE STRUCTURAL
LAP SPLICE(12" MIN)
TENSION REINFORCEMENT
24" (MIN)CONCRETE
CONCRETE REINFORCING - Fy = 60 ksiLAP SPLICE (IN.) - DEFORMED BARS
29
32
#4
15
16
#3*
918172
1008878
#10#9#8
6343
6947
#7#6
36
39
#5
101
110
#11
ALL SPLICES ARE CLASS B = 1.3 l*#3 BARS fy = 40 ksi
2513 87797062
b
5437
(PER ACI 318-08, CHAPTER 12)
31
db = BAR DIAMETER
3000
2500
f'c (psi)
4000
3.2.1.
CONCRETE
NOTE:
REFER TO DETAIL G/SD1.1 FOR A 2-POUR DETAIL
NOTE:
REFER TO DETAIL H/SD1.1 FOR A 2-POUR DETAIL
K
I
OML N
J
EB
A
L
ICENSED ARCHITECT
STATEO OF CA LIF
RNIA
NHOJ
RUMSEY
C26819Exp. 3-31-2017
STEEL COLUMN REFER TOSTEEL BLDG STRUCT'L PLANS
STEEL COLUMN REFER TOSTEEL BLDG STRUCT'L PLANS
ANCHOR BOLTS PER COLUMNSCHEDULE.
ANCHOR BOLT PER COLUMNSCHEDULE
EMBEDMENT PER COLUMNSCHEDULE ON SHEET S1.0
EMBEDMENT PER COLUMNSCHEDULE ON SHEET S1.0
PLAN CHECK CHANGES2 03-01-17
1" MIN.
5/8'' DIA. A.B.AT 32" O.C.(5" EMBED.)
SLOTTED HOLE
1
CONTINUOUS THRU-WALLFLASHING W/STAINLESSSTEEL DRIP EDGE, PROVIDEWEEP HOLES @ 24" O.C. ATNON-GROUTED CELLS ONLY(IF OCCURS)
PLAN VIEW
1-
PLAN VIEWBY P.E.B.M.
6" STEEL STUD INFILLWALL FRAMING PERPLAN
BASE CHANNEL BYP.E.B.M.
6" METAL STUDFRAMING INFILLBETWEEN METALBUILDING STRUCTURE
5/8" Ø x 12" LONG (10" MIN.EMBEDMENT) ANCHORBOLT @ 48" O.C., 12" MAX.@ ENDS, TYP.
3
PLAN CHECK CHANGES3 03-20-17
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SAF
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OR:
DATABASE:
SHEET NUMBER:
SCALE:
SHEET TITLE
CHECKED BY:
PROJECT NO:
DATE:
DRAWN BY:
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right
2015
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itects
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All r
ights
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rved.
c
DESCRIPTION
REVISIONSNO. DATE
F. 619.236.0557
PROJECT
AMERICAN INSTITUTE OF ARCHITECTS
www.mpa-architects.com
CLIENT
MEMBER
San Diego, CA 92104V. 619.236.0595
3578 30th Street
WIN
TERH
AVEN
M
P
A
A
R
C
H
I T
E
C
T
S
I N
C
.
PUBL
IC S
AFET
Y FA
CILIT
Y
COUNTY OF IMPERIALPLANNING & DEV.SERVICES DEPT
801 MAIN STREET EL CENTRO, CA 92243
(760) 482-4236
DETAILS
SD 1.1
TITLE
TITLE
TYPICAL COLUMN PLAN VIEWNO SCALE
GRADE BEAM FOOTINGNO SCALE
8"
3"CLR.
SLAB PER PLAN
MIN
DEPT
H PE
R PL
AN
MIN WIDTH PER PLAN
CONTROL JOINTPER DETAIL A/SD1.0
1 1/2"
COLUMN &BASE PLATE
C.J. TYP.
SLAB EDGE
3" MIN.
PER BLDG.MFR.
TYP.
PLAN VIEW
3" CLR.
REINF'G PER PLAN
INTERIOR COLUMN FOOTINGNO SCALE
CONTINUOUS SPECIAL INSPECTION
3"
ALL SHOP WELDING SHALL BE DONE IN ACERTIFIED STEEL FABRICATORS SHOP
CERTIFIED WELDER WITH FIELD WELDING TO BE DONE BY A
1.
2.
NOTE
1/4
15"
STEEL COLUMN PER SCHEDULE
4 - 3/4"Ø ANCHOR BOLTS W/
FILL BLOCKOUT FLUSHAFTER COLUMN IS ERECTED
1 1/2" DRYPACK
MIN FTG WIDTH PERPLAN
8"MI
N FT
G DE
PTH
PER
PLAN
REINFORCINGPER SCHED.TOP & BOTTOM
CONT. GRADEBEAM PER PLAN
PER
SCHE
D.
4"
3/4" HEX NUTS AND LEVELER NUTS
1 1/4" TYP
STEEL BASE PLATE PER SCHEDULE
CLR
GRADE BEAMFOOTING PERPLAN
(4) SIDES TO RECEIVE 1/4"PREFORMED JOINT FILLER AND
SEALANT, NO EXCEPTIONS
COLUMN WITH RECESSEDBASE PLATE
TWO SETS OF (2) #4 REBAR,WHERE CONTRACTION ORCONSTRUCTION JOINT DOESNOT OCCUR. SEEFOUNDATION DRAWINGS FORPLACEMENT
6" MIN. TYPICAL
CONTRACTION ORCONSTRUCTION JOINT
CONT
RACT
ION
ORCO
NSTR
UCTI
ON JO
INT
TYPICAL COLUMN PLAN VIEWNO SCALE
CONTRACTION ORCONSTRUCTION JOINT
CONT
RACT
ION
ORCO
NSTR
UCTI
ON JO
INT
GRADE BEAM FOOTING (2-POUR)NO SCALE
PERIMETER FOOTING @ OPENING (2-POUR)NO SCALE
8"
SLAB PER PLAN
MIN
DEPT
H PE
R PL
AN
CONTROL JOINTPER DETAIL M/S2
EXT. CONCRETE SLAB
8"
SEE ARCH'L PLANS FOREMBEDDED SLAB PROTECTION
SLOPE
MIN
FTG
DEPT
H PE
R PL
AN
PERIMETER WALL FOOTING (2-POUR)NO SCALE
MIN FTG WIDTH PER PLAN
REINF'G PER PLAN(CONT. THROUGHFTGS. @ COLS.)
4" M
IN.
MIN
FTG
DEPT
H PE
R PL
AN
MIN
FTG
DEPT
H PE
R PL
AN
3"CLR.
3" CLR.
MIN 30 BAR DIA. LAPSLAB REINFORCINGPER FDN PLAN
#3 DOWELS LAPPED WITH AND ATSAME SPACING AS SLAB REINFORING
8 1/2" MIN.
#4 DOWELS @ 32"O/C ALTERNATE
12" 24"
MIN FTG WIDTH PER PLAN
REINF'G PER PLAN(CONT. THROUGHFTGS. @ COLS.)
MIN
FTG
DEPT
H PE
R PL
AN
3"CLR.
3" CLR.
MIN 30 BAR DIA. LAPSLAB REINFORCINGPER FDN PLAN
#3 DOWELS LAPPED WITH AND ATSAME SPACING AS SLAB REINFORING
8 1/2" MIN.
3"CLR.
MIN WIDTH PER PLAN
3" CLR.
REINF'G PER PLAN
NOTE:
REFER TO DETAIL F/SD1.1 FOR A 2-POUR DETAIL
HF G
A B C D
L
ICENSED ARCHITECT
STATE O OF CA LIFRNIA
NHOJ
RUMSEY
C26819Exp. 3-31-2017
INTERNAL WALL FOOTING NO SCALE
NON BEARING WALLNO SCALE
TYP STUD WALL INTERSACTION DETAL.NO SCALE
TYP. HOLDOWN NO SCALE
I J
K L
36
24
#4 DOWEL
@ 16" O.C.
2- #5 T & B TYP.
CONC. SLAB PER PLAN
1.75"
6" MIN.
24" M
IN.
POR PLAN.
CURB
VARI
ES STUD
2#10 SCREWSEACH SIDETHROUGH FLANGES
58 DIAMETERANCHOR BOLT
TRACK
SILL SEALER
STIFFCLIP "CL400-68"W/4#12 SCREWS
THRUST WASHER
SLAB ON GRADE
DBL. STUD WHEREHOLDOWN OCCURS
DBL. STUD
HOLDOWN SEE PLAN FORSIZE AND LOCATION
#10 TEK SCREW (TYP.)
#10 TEK SCREW (TYP.)
#10 TEK SCREW (TYP.)
TYPICAL EXT. OR INT.CORNER
EXT. CORNER W/ HOLDOWN
TYPICAL INT. CORNER
TYPICAL INT. INTERSETION
#10 TEK SCREW (TYP.)
AB
C D
HOLDOWN (CD SERIES)W/ SCREWS TO SHEARWALL
POST &ANCHOR TO CONCRETE AS
REQ'D PER PLAN.
BUILDING SYSTEMSHEARWALL POST,SIZE AND THICKNESS AS REQ'DPER PLAN.
BUILDING SYSTEMTYPICAL TRACK, SIZE ANDTHICKNESS AS REQ'D BYDESIGN
NOT USEDNO SCALE
E
PLAN CHECK CHANGES2 03-01-17
METAL BUILDINGSTRUCTURE BEYONDPER P.E.B.M.
REINF'G PER PLAN(CONT. THROUGHFTGS. @ COLS.)
BASE CHANNEL BYP.E.B.M.
6" METAL STUDFRAMING INFILLBETWEEN METALBUILDING STRUCTURE
5/8" Ø x 12" LONG (10" MIN.EMBEDMENT) ANCHORBOLT @ 48" O.C., 12" MAX.@ ENDS, TYP.
BASE CHANNEL BYP.E.B.M.
5/8" Ø x 20" LONG (18" MIN.EMBEDMENT) ANCHORBOLT @ 48" O.C., 12" MAX.@ ENDS, TYP.
CONCRETE STEM WALLPER FOUNDATION PLAN
1/2" STIFFENER
1/2" x 8" x 12" PLATE
3/4"
3/16
W STEEL BEAM PER PLAN
SIDES(3)
TYP. BEAM TO COLUMN CONNECTION NO SCALE TYP. BEAM TO BEAM CONNECTION
HSS LANDINGCOLUMN
BEAM PER PLANSEE DETAIL
1 1 2"
BASE CONNECTIONPLATETHK=1
4"MATL A36
3/16
W STEEL BEAM PERPLAN
(2) 5/8" MACHINE BOLT
W STEEL BEAM PERPLAN
1 1 2"
B
B
A
M
PRE-BID REVISIONS5 04-10-17
5