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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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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MID
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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
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