SYMBOLS LEGEND

Name

Elevation

1

A101

SIM

A101

1SIM

101

A

Room name

101

SECTION

DETAIL

DATUM

DOOR TAG

WINDOW TAG

ROOM TAG

CAULKING (FIRE RATED

WHERE APPLICABLE)

SEALANT

RAKE THE JOINT AND CAULK

RAKE THE JOINT AND SEAL

DRAWING NUMBER

SHEET NUMBER

ROOM NUMBER

S

C

RC

RS

A101 INTERIOR ELEVATION

SHEET NUMBER

AELEVATION LABEL

1 PARTITION TAG

1 PHOTO TAG

CMU INTERIOR PARTITION, FULL HEIGHT FROM SLAB

BELOW TO UNDERSIDE OF STRUCTURE ABOVE, UNO.

CMU BACKUP BLOCK WITH AIR BARRIER, 2" RIGID

INSULATION, AIR SPACE AND SPLIT FACED CMU VENEER.

WALLS LEGEND:

LINTEL NOTES

1. PROVIDE 1'-4" OF BEARING ON EACH SIDE OF LINTELS.

2. GROUT FOR THE BOND BEAM LINTELS SHALL BE 2000 PSI.

3. ALL STEEL LINTELS AND BOLTS SHALL BE HOT DIPPED GALVANIZED AND EPOXY

PRIMED PRIOR TO INSTALLATION.

4. ALL STEEL LINTELS IN CONTACT WITH CONCRETE OR MASONRY SHAL HAVE EPOXY

PRIMER APPLIED TO THE SURFACES IN CONTACT WITH CONCRETE OR MASONRY.

5. INFILL STEEL "W" SHAPE LINTELS WITH CMU WHEN IN A MASONRY WALL. USE

CORRUGATED TIES FASTENED TO THE WEB OF THE BEAM AT 16" ON CENTER TO

SECURE THE MASONRY INFILL.

6. ALL WELDS SHOWN SHALL BE 3 INCHES LONG AT 1'-0" ON CENTER WITH A

CONTINUOUS SEAL WELD.

MATERIALS LEGEND

CONCRETE MASONRY

UNIT (CMU)

CMU WITH 1-HR FIRE

RATING

BRICK

CONCRETE

EARTH

SPRAY FOAM

INSULATION

FINISH WOOD

PLYWOOD

BATT INSULATION

DIMENSIONAL LUMBER

OR WOOD BLOCKING

RIGID INSULATION

METAL

ARCHITECTURAL NOTES

1. ALL DIMENSIONS INDICATED ON THE PLANS ARE NOMINAL, REFER TO THE DETAILS FOR MORE SPECIFIC

INFORMATION.

2. ALL INTERIOR EXPOSED EDGES OF CMU WALLS SHALL BE BULL NOSE (ROUNDED) BLOCK.

3. ALL MASONRY OPENINGS (MO'S) AND ROUGH OPENINGS (RO) ARE NOMINAL. COORDINATE ALL

MASONRY OPENINGS AND ROUGH OPENINGS WITH THE ITEMS AND EQUIPMENT TO BE INSTALLED.

4. PROVIDE A LINTEL FOR ALL MASONRY OPENINGS OVER 8". FOR LINTELS NOT SHOWN, THE MINIMUM

SHALL BE A BOND BEAM LINTEL WITH 2 - #5 REBARS WITH A BRICK ANGLE AT VENEER WALLS. FOR

LARGER OPENINGS NOT SHOWN, UTILIZE A LINTEL FROM THE SCHEDULE THAT IS COMPARABLE FOR THE

SPAN AND LOAD CONDITION.

5. GROUT THE CMU SOLID AT AREAS WHERE ANCHORS ARE TO BE INSTALLED. CHECK ALL DRAWINGS AND

COORDINATE WITH ALL DISCIPLINES FOR ITEMS ANCHORED TO THE CMU WALLS.

6. EXPANSION ANCHORS ARE TO HAVE A MINIMUM OF 4 3/4" EMBEDMENT UNLESS INDICATED

OTHERWISE.

KEY PLAN

SCALE: NTS

APPROXIMATE PLAN AREA

TRUE

NORTH

NEW MO

NE

W M

O

VERTICAL

REINFORCING

SEE NOTE 7

DOWELS

SEE NOTE 8

NOTES:

NOTES:

TYPICAL DEMOLITION FOR NEW OPENING

IN EXISTING MASONRY WALL

TYPICAL NEW OPENING

IN EXISTING MASONRY WALL

1. THIS DETAIL APPLIES TO ALL NEW OPENINGS 16" OR GREATER IN WIDTH.

2. PROVIDE A NEW FINISHED MASONRY OPENING APPROPRIATE FOR THE ITEM

TO BE INSTALLED IN THE OPENING.

3. NEW MASONRY SHALL MATCH THE EXISTING.

4. LINTELS FOR THE NEW OPENINGS IN THE EXISTING EXTERIOR WALLS SHALL BE

AS SHOWN IN LINTEL SCHEDULE THIS SHEET.

5. PROVIDE A LINTEL AT ALL OPENINGS.

6. IF A LINTEL IS NOT INDICATED, USE A LINTEL FROM THE SCHEDULE.

7. PROVIDE #5 BAR VERTICAL REINFORCING SHOWN AT ALL EXTERIOR WALLS,

ALL LOAD BEARING WALLS AND AT ALL DOORWAYS.

8. PROVIDE #5 DOWELS, 12" LONG AT NEW OPENINGS THAT EXTEND TO THE

FINISHED FLOOR OR TOP OF CONCRETE, SUCH AS DOORS.

1. THIS DETAIL APPLIES TO ALL NEW OPENINGS 16" OR GREATER IN WIDTH.

2. BRACE THE EXISTING WALL AND PROTECT THE STRUCTURE FROM DAMAGE.

3. REMOVE EXISTING MASONRY TO ALLOW NEW CMU TO BE "TOOTHED IN".

4. REMOVE EXISTING MASONRY AT THE HEAD OF THE NEW OPENINGS AS

REQUIRED FOR THE INSTALLATION OF THE NEW LINTEL.

5. AT THE EXTERIOR OPENING, SAW CUT THE MASONRY VENEER AT

MORTAR JOINTS TO CREATE A CLEAN LINE FOR INSTALLING NEW

SMOOTH FACED MASONRY VENEER

8"

(MIN

)

NE

W M

O

8"

(MIN

)

SCALE: NTS

SCALE: NTS

8" TO 16"NEW MO

8" TO 16"

EXISTING MASONRY

REMOVAL OF

EXISTING CMU

NEW MASONRY

LINTEL SCHEDULE:

L-1

L-2

W8x28

W16x36 W/ 5/16"

WELDED PLATE

3/16"

3/16"

1' - 7"

5 1/2"

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IMP

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GALV GALVANIZED

GWB GYPSUM WALL BOARD

HB HOSE BIB

HDWE HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

INSUL INSULATION

(INSULATED)

L ANGLE

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MJ MASONRY JOINT

MO MASONRY OPENING

MTD MOUNTED

NO (#) NUMBER

NTS NOT TO SCALE

P PLUMBING (PAINT)

PSI POUNDS PER SQUARE

INCH

PT PRESSURE TREATED

PWD PLYWOOD

RD ROOF DRAIN

REINF REINFORCING

REQ'D REQUIRED

RO ROUGH OPENING

S SEALANT

SCHED SCHEDULE

SIM SIMILAR

SL SHAFT LINER

SPEC SPECIFICATION

T TREAD

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL

TTD TOILET TISSUE

DISPENSER

TYP TYPICAL

VERT VERTICAL

W/ WITH

℄ CENTER LINE

& AND

@ AT

ACP ACOUSTICAL CEILING

PANEL

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALUM (AL) ALUMINUM

BIT BITUMINOUS

BLDG BUILDING

BOT BOTTOM

BS BRICK SHELF

C CAULK

CAB CABINET

CARP CARPET

CBB CONTINUOUS BOND

BEAM

CDM CAVITY DRAINAGE

MATERIAL

CJ CONTROL JOINT

CJV CONTROL JOINT

(VENEER ONLY)

CMU CONCRETE MASONRY

UNITS

CONC CONCRETE

CONT CONTINUOUS

CTR CENTER

DIA ∅ DIAMETER

DIM DIMENSION

DN DOWN

DWG DRAWING

EL ELEVATION (HEIGHT)

ELEV ELEVATION (PICTORAL)

EP EPOXY PAINT

EQ EQUAL

ES EACH SIDE

EXIST EXISTING

EXT EXTERIOR

FD FLOOR DRAIN

FFE FINISH FLOOR

ELEVATION

FIN FINISH

FR FIRE RATED

FRP FIBERGLASS

REINFORCED PLASTIC

FT FEET (FOOT)

FV FIELD VERIFY

ARCHITECTURAL ABBREVIATIONS

A-501

1' - 4" 8' - 4" 1' - 4" 1' - 4" 8' - 4" 1' - 4"

TRUE

NORTH

PROJECT

NORTH

101 102

1

2

1

3

7'

- 4

"9

' -

4"

7'

- 4

"

VF

24

' -

0"

103

MIN

2'

- 0

"

MIN

2'

- 0

"

4

4

5

L-1 L-1

L-2

TRENCH DRAIN

LINE OF EXISTING

CONTROL JOINT

LINE OF EXISTING

CONTROL JOINT

DEMO/ MODIFICATION NOTES:

REMOVE DOOR AND FRAME AND PORTION OF

CMU WALL IN PREPERATION OF INSTALLING NEW

DOOR

REMOVE EXISTING CMU WALL TO DIMENSIONS

SHOWN AND IN ACCORDANCE WITH NEW

OPENINGS IN EXISTING MASONRY WALLS DETAIL

REMOVE PORTION OF CMU WALL IN

PREPERATION OF INSTALLING ROLL UP DOOR

INCREASE THIS DIMENSION AS REQUIRED SO

THAT REMOVALS AND FINISHED WALL OPENING

ALIGNS WITH COURSING.

THE 7'-4" DIMENSIONS ARE BASED ON THE

UNDERSTANDING THAT THE CONTROL JOINTS

ARE 24'-0" APART. IF THE DIMENSION BETWEEN

THE CONTROL JOINTS DIFFERS, COORDINATE

WITH ARCHITECT FOR UPDATED DIMENSIONS.

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SCALE: 1/8" = 1'-0"

FIRST FLOOR MODIFICATION PLAN

GENERAL NOTES:

1. REMOVE MASONRY FOR NEW OPENINGS IN THE

EXISTING MASONRY WALLS IN ACCORDANCE WITH

THE NEW OPENINGS IN EXISTING MASONRY WALL

DETAILS.

2. COORDINATE NEW MASONRY OPENINGS WITH

EXISTING MASONRY COURSING.

INFILL LINTEL

WITH CMU (TYP)

SEE LINTEL

SCHEDULE

HOOD

RIGID INSULATION

THRU WALL

FLASHING

MORTAR NET

SMOOTH

FACED CMU

VENEER

WEEPS

CMU

DOCK SEALER

VERT REINF

GROUTED SOLID

@ JAMBS (TYP)

RIGID INSULATION

STEEL ROLL-UP DOOR

CMU

1'-7" x 1/2" GALV

STEEL PLATE

CORRUGATED TIES

WELDED TO PLATE

AT 16" OC

VERITCALLY, TYP

HOOD ABOVE

BETWEEN THE JAMB

FRAME W/

WEATHERSTRIPPING

SMOOTH

FACED CMU

SPLIT FACED

CMU

DOCK SEALER

SEE LINTEL

SCHEDULE

H0LLOW METAL FRAME

GROUTED SOLID

MO

N

OM

INA

L 0

" M

J

2"

C

C

MO

N

OM

INA

L C

CBULLNOSE (TYP)

VERTICAL REINFORCING

GROUTED SOLID

MASONRY ANCHORS

(3 PER JAMB)

EQ

4 3/4"

EQ

0"

MJ

2"

FG

DOOR AND FRAME TYPES

2" DOOR SIZE 2"

2"

DO

OR

SIZ

E

EQ EQ

4"

3'

- 6

"2

' -

1"

MASONRY OPENING SIZE

MA

SO

NR

Y O

PE

NIN

G S

IZE

R

HOOD

BETWEEN THE

JAMBS FRAME

7" 7"

DOORS AND FRAMES KEY:

FRG FIRE RATED GLAZING

HM HOLLOW METAL

ST STEEL

1' - 4"

MO

9' - 4" 1' - 4"

3'

- 7

"9

' -

9"

2'

- 0

"

T.O. CONC WALL103.58'

FIRST FLOOR100.00'

VF

24' - 0"

6' - 0" 12' - 0" 6' - 0"

CONCRETE PAD

CONCRETE WALL

CONTROL JOINT

RITE-HITE VERTICAL BARRIER TRAILER

RESTRAINT, VRB-100, MINIMUM

HOLDING FORCE OF 32,000 LBS

RITE-HITE EDGE OF DOCK LEVELER, 84"

WIDTH, 14" LIP PROJECTION, 20,000 LB

CAPACITY, PUSH BUTTON HYDRAULIC

OPERATION AND 12" x 13" BUMPERS

WITH 16" PROJECTION.

RITE-HITE DOCK SEALER WITH HEAD PAD,

TPLP, SIZED TO FIT AROUND A 10'-0" x

9'-9" MASONRY OPENING

SMOOTH FACED BLOCK

SMOOTH

FACED BLOCK

3 COURSES OF

SMOOTH

FACED BLOCK

WALL OPENING113.33'

MO

13

' -

4"

4'

- 1

"

3'

- 7

"6

" V

F

9'

-9

"

6"1' - 2 1/8"

1"

CONC SLAB

CONC SLAB

CONC WALL

ROLL UP DOOR

FOUNDATION WALL

TRAILER

RESTRAINT

DOCK LEVELERT.O. CONC WALL

103.58'

FIRST FLOOR100.00'

13

' -4

"

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

ROLLUP HEAD DETAILA

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

ROLLUP JAMB DETAILB

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

HEAD DETAILD

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

JAMB DETAILE

- NON APPLICABLEDOOR AND FRAME SCHEDULE

X APPLICABLE

DOOR FRAMES HDWE

SETREMARKS

NO W H THK TYPE MATL GLASS RATING HEAD JAMB SILL

101 8' - 0" 7' - 10" 1 3/4" FG HM FRG 1 1/2 HR D E - 1

102 8' - 0" 9' - 2" 1 3/4" FG HM FRG 1 1/2 HR D E - 2

103 9' - 4" 9' - 9" 3/4" R ST - - A B C -

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

SOUTH ELEVATION - A

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

ROLLUP SILLC

HARDWARE SETS:

HDWR #1

EACH LEAF SHALL HAVE: HINGES, CLOSER WITH CUSH-N-STOP, DOOR COORDINATOR,

KICKPLATE & MAGNETIC HOLD OPEN.

ACTIVE LEAF: EXIT DEVICE.

INACTIVE LEAF: CONSTANT LATCHING FLUSH BOLTS.

HDWR #2

EACH LEAF SHALL HAVE: HINGES, CLOSER WITH CUSH-N-STOP, DOOR COORDINATOR

& KICKPLATE.

ACTIVE LEAF: EXIT DEVICE.

INACTIVE LEAF: CONSTANT LATCHING FLUSH BOLTS.

MODIFICATIONS NOTES:

TOTAL NEW MASONRY OPENING HEIGHT FROM

TOP OF EXISTING FIRST FLOOR SLAB TO HEAD TO

BE 13'-4". IF DIFFERENCE BETWEEN EXTERIOR

CONCRETE PAD AND EXISTING FIRST FLOOR SLAB

DIFFERS FROM 6", THEN THE 9'-9" DOOR OPENING

HEIGHT AND 3'-7" CONCRETE WALL HEIGHT WILL

NEED TO BE ADJUSTED ACCORDINGLY.

1