140217_-_Combined_Drawings.pdf

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S001

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ANCHOR BOLT SCHEDULEANCHOR BOLT SCHEDULEANCHOR BOLT SCHEDULEANCHOR BOLT SCHEDULE

LOCATION

ANCHOR BOLT

DIAMETER

(in)

ANCHOR BOLT

EMBEDMENT

(in)

REACTIONS (ASD) [KIPS]

UPLIFT DOWN

HOR.

EAST/WEST

HOR.

NORTH/SOU

TH

1-A, 2-A 1-E, 2-E

(4) 3/4" 1'-9" 7.5 15.3 3 2.1

3-A, 3-E (4) 3/4" 1'-9" 7.5 15.3 3 N/A

1-B, 1-D 3-C

(4) 3/4" 1'-9" N/A 1 N/A 2.1

CONCRETE REBAR LAP SPLICE SCHEDULECONCRETE REBAR LAP SPLICE SCHEDULECONCRETE REBAR LAP SPLICE SCHEDULECONCRETE REBAR LAP SPLICE SCHEDULE BAR SIZE CLASS NORMAL WEIGHT CONCRETE 28 DAY f'c (PSI)

≤ 4,000

#6 OR

SMALLER

B 57 Dia.

#7 OR

LARGER

B 71 Dia.

FOOTING SCHEDULE (2000 psf BEARING CAPACITY)FOOTING SCHEDULE (2000 psf BEARING CAPACITY)FOOTING SCHEDULE (2000 psf BEARING CAPACITY)FOOTING SCHEDULE (2000 psf BEARING CAPACITY)

MARK

NO. LENGTH WIDTH THICKNESS REINFORCING

F7.5I 7'-6" 7'-6" 2'-0" (10) #6 E.W. 3" FROM BOTTOM

DOWEL SIZE AND SPACING FOR RECTANGULAR DOWELSDOWEL SIZE AND SPACING FOR RECTANGULAR DOWELSDOWEL SIZE AND SPACING FOR RECTANGULAR DOWELSDOWEL SIZE AND SPACING FOR RECTANGULAR DOWELS

Slab Depth, in.

Dowel dimensions,* in Dowel Speacing Center-to Center, in (mm)

Rectangular Rectangular

7 to 8 1/2 x 2-1/2 x 12 18

* TOTAL DOWEL LENGTH INCLUDES ALLOWANCE MADE FOR JOINT OPENING AND MINOR

ERRORS IN POSITIONING DOWELS.

NOTES: TABLE VALUES BASED ON A MAXIMUM JOINT OPENING OF 0.20 in. (5mm). DOWELS MUST

BE CAREFULLY ALIGNED AND SUPPORTED DURING CONCRETE OPERATIONS.

MISALIGNED DOWELS MAY LEAD TO CRACKING.

DOWEL SIZE AND SPACING FORDOWEL SIZE AND SPACING FORDOWEL SIZE AND SPACING FORDOWEL SIZE AND SPACING FOR

DIAMOND-SHAPED LOAD PLATESDIAMOND-SHAPED LOAD PLATESDIAMOND-SHAPED LOAD PLATESDIAMOND-SHAPED LOAD PLATES

Slab Depth, in

Diamond Load Plate Dimensions, in

Diamond Load Plate Spacing Center-to Center, in

7 to 8 3/8 x 4-1/2 x 4-1/2 18

22222222

STORAGE

8" THICK SLAB ON GROUND REINFORCED

WITH #4 @ 14" O.C. E.W. @ 2" BELOW TOP

OF SLAB-POUR OVER 10 MIL. VAPOR

BARRIER OVER 4" THICK CRUSHED ROCK

BASE F.F.E. = 0' - 0" = 279.0 FT MSL

CROSS

BRACED FRAME

NOTES:

1. FxI DENOTES INTEGRAL FOOTING

2. COORDINATE DIMENSIONS AND LOCATION WITH

MECHANICAL AND ACTUAL EQUIPMENT PURCHASED

PRIOR TO FABRICATION.

3. C.J. DENOTES CONTROL JOINT OR CONSTRUCTION JOINT

AT CONTRACTORS OPTION. REFER TO DETAIL 7/S501 FOR

TYPICAL CONTROL JOINT DETAIL AND 5/S501 FOR

TYPICAL CONSTRUCTION JOINT DETAIL.

4. DO NOT DISTURB ADJACENT BUILDING FOOTINGS

DURING INSTALLATION OF NEW FOOTINGS. REFER TO

1/S501 FOR FOOTING INSTALLATION DETAILS.

#5x20' HAIRPIN

BAR AT MID-DEPTH

OF SLAB

A B D E

#5x20' HAIRPIN

BAR AT MID-

DEPTH OF SLAB

CROSS

BRACED

FRAME

10'-0" 10'-0" 10'-0" 10'-0"

S503

S502

S502

S503

S502

S502

S502

S502

#5x20' HAIRPIN

BAR AT MID-DEPTH

OF SLAB

#5x10'x10' HAIRPIN

BAR AT MID-

DEPTH OF SLAB,

TYP. AT CORNERS

S503

S502

S502

S502

SIM

S502

SIM

CJ

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CJ

CJ

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C J

C J

C J

C J

C J

EXISTING

BUILDING

F7.5I

F7.5I

F7.5I F7.5I

F7.5I

F7.5I

2" O.F.C.

O .F

.C

2" O.F.C.

O .F

.C

E.O.S.

6'-0"

E.O.S.

12'-2"

E .O

.S

C

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L L

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STEEL

LINE

STEEL

LINE

EXISTING F10

FOOTING

EXISTING F10

FOOTING

EXISTING F10

FOOTING

S502

S502

E.O.S.

4'-8"

E .O

.S

E.O.S.

5'-0"

PAVING, SEE

CIVIL

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SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"S101S101S101S101

1111 STRUCTURAL FOUNDATION PLANSTRUCTURAL FOUNDATION PLANSTRUCTURAL FOUNDATION PLANSTRUCTURAL FOUNDATION PLAN

PLANPLANPLANPLAN

NORTHNORTHNORTHNORTH

TRUETRUETRUETRUE

NORTHNORTHNORTHNORTH

23232323

36x BAR DIA.

OPTIONAL DOWEL

NOTES:

1. HOOK `A' MAY BE OMITTED IF EMBEDMENT

IS MORE THAN THE ACI DEVELOPMENT LENGTH.

2. DOWELS MAY BE USED IN LIEU OF HOOKING

CONTINUOUS BARS AS SHOWN.

EMBEDMENT

H O

O K

A S

N O

T E

D

H O

O K

'B x B

A R

D

IA

CONT. HORIZONTAL REINF.

(VERTICAL REINF. NOT

SHOWN FOR CLARITY)

PROVIDE CONT. FOOTING

REINFORCING

HOOK 'A' - 16x BAR

DIA. (TYPICAL UNLESS

OTHERWISE NOTED)

D /3

D /3

D /3

S E

E F

T G

S

C H

E D

U L E

D

PROVIDE FTG. REINF.

CONT. THRU JOINT. CLASS B

SPLICE MAY BE USED AT

CONTRACTORS OPTION

C L

R T

O P

NEW POURPREVIOUS POUR

PROVIDE KEY FULL

WIDTH OF FTG.

3"

12" LEG TYP. CONT. FOOTING

REINFORCING

PIPE SLEEVE 3" LARGER

THAN PIPE DIAMETER

#4@12" O.C.

KEEP 6" MIN. OF

CONCRETE ALL AROUND

4#4 BARS

TRANSVERSE

POLYURETHANE

BASED INSULATIING

FOAM SEALANT

PROVIDE DEEPENED FTG.

AT PIPE

TOP OF SLEEVE DOES NOT INTERRUPT REINFORCING

TYP.

3" CLR.

T Y

P

C L R

S E

E P

L A

N

T

REINFORCING,

SEE PLAN

VAPOR

BARRIER

CRUSHED STONE

BASE COURSE

CONCRETE

SLAB-ON-GRADE

T/SLABT/SLABT/SLABT/SLAB

SEE PLANSEE PLANSEE PLANSEE PLAN

SAW CUT 1/8" TO 1/4" WIDE BY T/4 DEEP

JOINT WITHIN 12 HOURS OF CONCRETE

PLACEMENT. FILL WITH EPOXY JOINT

FILLER AFTER 90 DAYS IN EXPOSED

AREAS

LOAD PLATE DOWEL,

SEE SCHEDULE

T /2

NOTE: REFER TO DETAIL

6/S501 FOR ADDITIONAL

PLACEMENT DETAILS.

S E

E P

L A

N

T

REINFORCING,

SEE PLAN

VAPOR

BARRIER

CRUSHED STONE

BASE COURSE

CONCRETE

SLAB-ON-GRADE

T/SLABT/SLABT/SLABT/SLAB

SEE PLANSEE PLANSEE PLANSEE PLAN

SAW CUT 1/8" TO 1/4" WIDE BY T/4

DEEP JOINT WITHIN 12 HOURS OF

CONCRETE PLACEMENT. FILL

WITH EPOXY JOINT FILLER AFTER

90 DAYS IN EXPOSED AREAS

DIAMOND SHAPED LOAD PLATE,

SEE SCHEDULE

T /2

NOTE: REFER TO DETAIL

8/S501 FOR ADDITIONAL

PLACEMENT DETAILS.

MIN.

6"

C.J.

C.J.

S

LA

B S H

R

IN

KA

G

E

M O

VE

M

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T

SLAB SH

R

IN

KA

G E

M O

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M

EN

T

S

LA

B S H

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IN

KA

G

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M

EN

T

SLAB SH

R

IN

KA

G E

M O

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M

EN

T

CLIP-ON WITH SOFT

MATERIAL ON VERTICAL

FACES ONLY

SLAB CONTROL

JOINT

PLATE DOWEL AT

MID DEPTH OF

SLAB

6"

MIN

SLAB CONTROL

JOINT

PLUMBING/

UTILITY LINE

EXISTING OR

NEW

FOUNDATION

FINISH GRADE

WALL OR COLUMN, SEE PLAN

NEW FOOTINGS, PLUMBING LINES, ETC. SHALL BE INSTALLED

SUCH THAT THEY ARE ABOVE THE TRAPEZOID CREATED BELOW

AND ADJACENT FOOTING WITH SIDES NO STEEPER THAN 1

VERTICAL TO 2 HORIZONTAL.

CONTRACTOR NOTE:

T/GRADE

SEE CIVIL

SUBSEQUENT

PROPOSED FOUNDATION,

SEE PLAN

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SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S501S501S501S501

2222 TYPICAL CONTINUOUS FOOTING REINFORCINGTYPICAL CONTINUOUS FOOTING REINFORCINGTYPICAL CONTINUOUS FOOTING REINFORCINGTYPICAL CONTINUOUS FOOTING REINFORCING

SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S501S501S501S501

TYPICAL TURN-DOWN FOOTINGTYPICAL TURN-DOWN FOOTINGTYPICAL TURN-DOWN FOOTINGTYPICAL TURN-DOWN FOOTING

CONSTRUCTION JOINT DETAILCONSTRUCTION JOINT DETAILCONSTRUCTION JOINT DETAILCONSTRUCTION JOINT DETAIL SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S501S501S501S501

TYPICAL PIPETYPICAL PIPETYPICAL PIPETYPICAL PIPE

SLEEVE THRU FOOTING DETAILSLEEVE THRU FOOTING DETAILSLEEVE THRU FOOTING DETAILSLEEVE THRU FOOTING DETAIL

SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"S501S501S501S501

TYPICAL PLATE DOWELEDTYPICAL PLATE DOWELEDTYPICAL PLATE DOWELEDTYPICAL PLATE DOWELED

SLAB CONTROL JOINT DETAILSLAB CONTROL JOINT DETAILSLAB CONTROL JOINT DETAILSLAB CONTROL JOINT DETAIL

SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"S501S501S501S501

TYPICAL DIAMOND DOWELEDTYPICAL DIAMOND DOWELEDTYPICAL DIAMOND DOWELEDTYPICAL DIAMOND DOWELED

SLAB CONSTRUCTION JOINT DETAILSLAB CONSTRUCTION JOINT DETAILSLAB CONSTRUCTION JOINT DETAILSLAB CONSTRUCTION JOINT DETAIL

SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"S501S501S501S501

DIAMOND SHAPEDDIAMOND SHAPEDDIAMOND SHAPEDDIAMOND SHAPED

LOAD PLATE PLACEMENT DETAILLOAD PLATE PLACEMENT DETAILLOAD PLATE PLACEMENT DETAILLOAD PLATE PLACEMENT DETAIL

AT SLAB JOINT INTERSECTIONAT SLAB JOINT INTERSECTIONAT SLAB JOINT INTERSECTIONAT SLAB JOINT INTERSECTION SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"S501S501S501S501

RECTANGULAR SHAPED LOAD PLATERECTANGULAR SHAPED LOAD PLATERECTANGULAR SHAPED LOAD PLATERECTANGULAR SHAPED LOAD PLATE

PLACEMENT DETAIL AT SLAB JOINT INTERSECTIONPLACEMENT DETAIL AT SLAB JOINT INTERSECTIONPLACEMENT DETAIL AT SLAB JOINT INTERSECTIONPLACEMENT DETAIL AT SLAB JOINT INTERSECTION

SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S501S501S501S501

1111 TYPICAL FOOTING INSTALLATION DETAILTYPICAL FOOTING INSTALLATION DETAILTYPICAL FOOTING INSTALLATION DETAILTYPICAL FOOTING INSTALLATION DETAIL

24242424

TYP.

45.00° L/2L/

HAIR PIN BAR BEHIND ANCHOR

BOLTS AND CENTERED IN

SLAB, SEE PLAN FOR SIZE,

QUANTITY, AND LENGTH "L".

SLAB ON GRADE,

SEE PLAN

CLCLCLCL

O.F.C.

E.O.S.

HAIR PIN BAR BEHIND ANCHOR

BOLTS AND CENTERED IN

SLAB, SEE PLAN FOR SIZE,

QUANTITY, AND LENGTH "L".

L/2

L /2

45.00°

SLAB ON GRADE,

SEE PLAN

CLCLCLCL

CLCLCLCL

E.O.S.

O.F.C.

STEEL

LINE

S T

E E

L L

IN

E

EDGE OF EQUIPMENT

SUPPORT LEG

#4@18" 0.C. EACH WAY

3/8" RADIUS,

TYP.

(2)#4 (2)#4

M

IN

1'-0"

T /2

T /2

T/GRADE

SEE CIVIL

MIN.

1'-0"

1 (2) TACK WELDS

HEAVY HEX NUT

BASE PLATE

HEAVY HEX NUT AND WASHER

(ADD LEVELING NUT AND

WASHER AS REQ'D)

T/INTEGRAL FTGT/INTEGRAL FTGT/INTEGRAL FTGT/INTEGRAL FTG

SEE PLANSEE PLANSEE PLANSEE PLAN

NOTE: EMBED ANCHOR TO WITHIN 3" OF

BOTTOM OF LOWEST FOOTING U.N.O.

#4@24" O.C.

(4)-#5 CONT.

T/ SLAB

SEE PLAN

CLCLCLCL

M

IN

4'-0"

T Y

P U

.N .O

C

O V

E R

AGGREGATE BASE

VAPOR BARRIER

2'-0"

SEE PLAN

O.F.C., 3/8" RADIUS

TYP.

S T

E E

L L

IN

E

REINFORCING,

SEE PLAN

1'-6"

M

IN

C L R

(4)-#5 CONT.

END WALL COLUMN

BY METAL BUILDING

MANUFACTURER

T/ SLAB

SEE PLAN

CLCLCLCL

M

IN

T Y

P U

.N .O

C

O V

E R

#4@24" O.C.

4'-0"

2'-0"

SEE PLAN

O.F.C., ANCHOR BOLTS,

SEE SCHEDULE

S T

E E

L L

IN

E

AGGREGATE BASE

VAPOR BARRIER

3/8" RADIUS,

TYP.

REINFORCING,

SEE PLAN

1'-6"

HAIR PIN BAR,

SEE PLAN

M

IN

C L R

HAIR PIN BAR,

SEE PLAN

TURN-DOWN BEYOND

FOOTING SIZE & REINFORCING- SEE

PLAN & SCHEDULE (NOT REQUIRED IF

NOT CALLED OUT ON PLAN)

COLUMN BY

METAL BUILDING

MANUFACTURER

T/ SLAB

SEE PLAN

CLCLCLCL

T Y

P U

.N .O

C

O V

E R

M

IN

3/8" RADIUS,

TYP.

S T

E E

L L

IN

E

SEE SCHEDULE

REINFORCING,

SEE PLAN

SEE PLAN

O.F.C.

#4@24" O.C.

4'-0"

1'-6"

M

IN

C L R

#4@18" O.C.

1'-0"

#4@18"O.C.

(2)-#4 CONT.

SLOPE, SEE CIVIL

PAVING,

SEE CIVIL

'-0

" M

IN

0'-6"

3/8" RADIUS

TYP.

1" MINIMUM FOR

DRY EARLY ENTRY

SAW

t/4 FOR WET SAW t/3 FOR FIBER

REINFORCED

CRACK MAY BE

CHOKED WITH

SAND

FILL AND MOUND ABOVE SLAB

SURFACE AND SHAVE FLUSH.

RAZOR OFF MOUND PER

MANUFACTURERS

RECOMMENDATIONS

NOTE: FILLER MUST SEAT ON

BOTTOM OF SAW CUT,

DO NOT USE BACK ROD.

t= THICKNESS OF SLAB

1/8"

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78th Civil Engineer78th Civil Engineer78th Civil Engineer78th Civil Engineer

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3/25/16 POST FINAL SUBMITTAL

S502

TY

P

IC

A

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O N

C R

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SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S502S502S502S502

2222 TYPICAL HAIR PIN BAR DETAILTYPICAL HAIR PIN BAR DETAILTYPICAL HAIR PIN BAR DETAILTYPICAL HAIR PIN BAR DETAIL SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S502S502S502S502

3333 TYPICAL HAIR PIN BAR AT CORNER DETAILTYPICAL HAIR PIN BAR AT CORNER DETAILTYPICAL HAIR PIN BAR AT CORNER DETAILTYPICAL HAIR PIN BAR AT CORNER DETAIL

SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S502S502S502S502

4444 TYPICAL EQUIPMENT PAD DETAILTYPICAL EQUIPMENT PAD DETAILTYPICAL EQUIPMENT PAD DETAILTYPICAL EQUIPMENT PAD DETAIL SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"S502S502S502S502

6666 TYPICAL ANCHOR RODTYPICAL ANCHOR RODTYPICAL ANCHOR RODTYPICAL ANCHOR ROD

SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S502S502S502S502

5555 TYP. TURN DOWN SLAB DETAILTYP. TURN DOWN SLAB DETAILTYP. TURN DOWN SLAB DETAILTYP. TURN DOWN SLAB DETAIL

SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S502S502S502S502

7777 TURN DOWN SLAB AT COLUMN W/ LEDGETURN DOWN SLAB AT COLUMN W/ LEDGETURN DOWN SLAB AT COLUMN W/ LEDGETURN DOWN SLAB AT COLUMN W/ LEDGE SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S502S502S502S502

8888 TURN DOWN SLAB AT MAIN FRAME COLUMNTURN DOWN SLAB AT MAIN FRAME COLUMNTURN DOWN SLAB AT MAIN FRAME COLUMNTURN DOWN SLAB AT MAIN FRAME COLUMN SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S502S502S502S502

9999 EXTERIOR TURN DOWN SLABEXTERIOR TURN DOWN SLABEXTERIOR TURN DOWN SLABEXTERIOR TURN DOWN SLAB

SCALE: 1 1/2" = 1'-0"SCALE: 1 1/2" = 1'-0"SCALE: 1 1/2" = 1'-0"SCALE: 1 1/2" = 1'-0"S502S502S502S502

1111 SAWN JOINT FILLER DETAILSAWN JOINT FILLER DETAILSAWN JOINT FILLER DETAILSAWN JOINT FILLER DETAIL

25252525

#4@24" O.C.

(4)-#5 CONT.

T/ SLAB

SEE PLAN

CLCLCLCL

4'-0"

AGGREGATE BASE

VAPOR BARRIER

3/8" RADIUS

BEYOND, TYP.

S T

E E

L L

IN

E

REINFORCING,

SEE PLAN

8"(1)-#5 CONT.

#4@24"O.C.

9"

2'-0"

2'-0"

1/2" PJF W/

BACKER ROD

AND SEALANT

2'-0"

SLOPE, SEE CIVIL

PAVING,

SEE CIVIL

1'-0"

1'-6"

C L R

SEE PLAN

O.F.C., M

IN

C

L R

/2

#4@24" O.C.

(4)-#5 CONT.

T/ SLAB

SEE PLAN

CLCLCLCL

3/8" RADIUS

TYP.

4'-0"

U .N

.O

T Y

P

AGGREGATE BASE

VAPOR BARRIER

SEE PLAN

O.F.C., REINFORCING,

SEE PLAN

2'-0"8"

1'-0"

M

IN

(1)-#5 CONT.

#4@24"O.C.

#4@18"O.C.

9"

2'-0"

2'-0"

(2)-#4 CONT.

4" SIDEWALK

1/2" PJF W/

BACKER ROD

AND SEALANT

GRADE

SLOPE, SEE CIVIL

1'-6"

3/8" RADIUS

BEYOND

M

IN

C L R

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SheetSheetSheetSheet ofofofof

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78th Civil Engineer78th Civil Engineer78th Civil Engineer78th Civil Engineer

GroupGroupGroupGroup

C O N

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C O N

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S503

C O

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SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S503S503S503S503

1111 TURN DOWN SLAB at OVERHEAD DOOR OPENINGTURN DOWN SLAB at OVERHEAD DOOR OPENINGTURN DOWN SLAB at OVERHEAD DOOR OPENINGTURN DOWN SLAB at OVERHEAD DOOR OPENING SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"S503S503S503S503

2222 TURN DOWN SLAB at DOOR OPENINGTURN DOWN SLAB at DOOR OPENINGTURN DOWN SLAB at DOOR OPENINGTURN DOWN SLAB at DOOR OPENING

26262626

SUBMITTAL

ABBREVIATIONSLEGEND NOTES