A PROPOSED PUBLIC SAFTY FACILITY FOR...TYPICAL SLAB JOINTS NTS WIRE AT JOINT SLAB REINF. WHERE OCCURS CUT EVERY OTHER BAR OR (OPTIONAL - ONE DIRECTION ONLY) KEYED CONSTRUCTION JOINT

A

B

C

D

A.5

43.93.5

16'-0

"

D

E

32 3.21.9 32 3.21.9

D

E

16'-0

"

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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

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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


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.


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


(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

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

(ESR #2138)

AutoCAD SHX Text

(ESR #2138)

AutoCAD SHX Text

(ESR #2138)

AutoCAD SHX Text

(ESR #2138)

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DESCRIPTION

REVISIONSNO. DATE

F. 619.236.0557

PROJECT



CLIENT

MEMBER

San Diego, CA 92104V. 619.236.0595

3578 30th Street

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(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


CLR

CLR

GRADE BEAMFOOTING PERPLAN


3"


CERTIFIED WELDER OR WITH FIELD WELDING TO BE DONE BY A

1.

2.

NOTE

1/4



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

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

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



ANCHOR BOLTS PER COLUMNSCHEDULE.

ANCHOR BOLT PER COLUMNSCHEDULE

EMBEDMENT PER COLUMNSCHEDULE ON SHEET S1.0

EMBEDMENT PER COLUMNSCHEDULE ON SHEET S1.0


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


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DESCRIPTION

REVISIONSNO. DATE

F. 619.236.0557

PROJECT



CLIENT

MEMBER

San Diego, CA 92104V. 619.236.0595

3578 30th Street

WIN

TERH

AVEN

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P

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(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


3"


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



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

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.)



TYPICAL EXT. OR INT.CORNER

EXT. CORNER W/ HOLDOWN

TYPICAL INT. CORNER

TYPICAL INT. INTERSETION


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


METAL BUILDINGSTRUCTURE BEYONDPER P.E.B.M.



6" METAL STUDFRAMING INFILLBETWEEN METALBUILDING STRUCTURE




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

Documents

A PROPOSED PUBLIC SAFTY FACILITY FOR...TYPICAL SLAB JOINTS NTS WIRE AT JOINT SLAB REINF. WHERE OCCURS CUT EVERY OTHER BAR OR (OPTIONAL - ONE DIRECTION ONLY) KEYED CONSTRUCTION JOINT