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MECHANICAL
M001
M101
MECHANICAL SCHEDULES, DETAILS, & GENERAL…
FLOOR & ROOF MECHANICAL PLAN
GENERAL
G001 COVER PAGE
PLUMBING
P001
P101
PLUMBING SCHEDULES, DETAILS, & GENERAL N…
FLOOR & ROOF PLUMBING PLAN
CIVIL
C1.1
C1.2
C1.3
C1.4
C1.5
C1.6
COVER SHEET
GENERAL LAYOUT
GRADING PLAN
UTILITY PLAN
DETAILS
DETAILS
ELECTRICAL
E001
E101
E111
E121
E123
E511
E521
GENERAL NOTES & SYMBOLS LEGEND
ELECTRICAL SITE PLAN
LIGHTING FLOOR PLAN
POWER FLOOR PLAN
POWER ROOF PLAN
LIGHT FIXTURE SCHEDULE & DETAILS
ONE LINE DIAGRAM & POWER SCHEDULES
D
MAIN
ST.
9'-0"
11
'
-
0
"
12'-4 1/2"
10
'
-
2
7
/
8
"
18'-8 1/8"
24
'
-
0
"
24
'
-
0
"
195'-6"
16
5
'
-
0
"
9'-0"
30'-0"
20
'
-
0
"
20
'
-
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"
20
'
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11
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13 13 13 13
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MOUNTAINAMERICA
REXBURG
.74 ACRES
STRUCTURAL
S001
S101
S111
S501
S502
S511
S512
S513
S601
S602
S603
GENERAL STRUCTURAL NOTES
FOOTING & FOUNDATION PLAN
ROOF FRAMING PLAN
STRUCTURAL DETAILS
STRUCTURAL DETAILS
STRUCTURAL DETAILS
STRUCTURAL DETAILS
STRUCTURAL DETAILS
SCHEDULES
STRUCTURAL SCHEDULES
STRUCTURAL SCHEDULES
SL
CL
A.9
Detail Title
SCALE: 1/8"=1'-0"1
ARCHITECTURAL
A100
A100.1
A101
A102
A103
A201
A301
A302
A303
A401
A402
A501
ARCHITECTURAL SITE PLAN
LANDSCAPE PLAN
FLOOR PLAN
REFLECTED CEILING PLAN
ROOF PLAN AND DETAILS
EXTERIOR ELEVATIONS & BUILDING SECTIONS
WALL SECTIONS
SECTIONS & DETAILS
WALL TYPES
DOOR SCHEDULES & DETAILS
FINISH SCHEDULES, ENLARGED PLANS & INT. EL…
ADA STANDARDS
A302
3
MOUNTAIN AMERICA CREDIT UNION
REXBURG BRANCH
CORNER OF 2ND & MAIN ST.
REXBURG, ID
OWNER:
MOUNTAIN AMERICA CREDIT UNION
7181 CAMPUS VIEW DRIVE
SOUTH JORDAN, UT 84084
CONTACT: CHRIS TAPIA
PHONE: 801-991-0229
E-MAIL: CTAPIA@macu.com
STRUCTURAL:
BHB ENGINEERS
2766 S MAIN ST
SALT LAKE CITY, UT 84115
CONTACT: SCOTT PETTIT
PHONE: 801-355-5656
E-MAIL: scott.pettit@bhbengineers.com
MECHANICAL/PLUMBING & ELECTRICAL:
EMA ARCHITECTS
2909 WASHINGTON BLVD.
OGDEN, UT 84401
CONTACT: JOHN EVERETT & BILL KNUDSEN
PHONE: 801.409.1064 & 801.409.1063
E-MAIL: jeverett@bgwservices.com
bknudsen@bgwservices.com
NOTE TO ALL CONTRACTORS:
THE MATERIALS AND LABOR COVERED BY THIS CONTRACT MUST
CONFORM TO THE SAFETY ORDERS OF THE STATE, OSHA, AND THE
DIVISION OF WORKER'S COMPENSATION.
SUBCONTRACTOR RESPONSIBILITY:
ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR MEETING THE
REQUIREMENTS OF ALL CURRENT APPLICABLE BUILDING CODES AND
ENFORCEMENT AGENCIES. FURTHER, TO MEET THE REQUIREMENTS OF
ANY BUILDING DEPARTMENT, FIRE MARSHAL, OR ANY OTHER BUILDING
CODE ENFORCEMENT OFFICER AT NO EXTRA COST TO THE OWNER.
RECORD DRAWINGS AND MAINTENANCE MANUALS:
CONTRACTOR AND MAJOR SUBCONTRACTORS SHALL PROVIDE AND
MAINTAIN A COMPLETE AND ACCURATE "AS BUILT" SET OF PRINTS FOR
THEIR PARTICULAR TRADE. INDICATE CLEARLY AND CORRECTLY ALL
WORK INSTALLED DIFFERENTLY FROM THAT SHOWN ON THE CONTRACT
DRAWINGS AND WORK WHICH MAY BE ADDED TO OR DELETED FROM
THE CONTRACT. KEEP RECORD DRAWINGS UP TO DATE AS WORK
PROGRESSES. LOCATE ALL STUB OUTS, SERVICE, OR FEEDER CONDUITS
IN OR BELOW SLABS OR GRADE, BY PLAN DIMENSIONS AND ELEVATION.
SHOW INVERT ELEVATIONS AT ALL BREAKS IN GRADE AND PIPE SIZES
FOR ALL WATER AND GAS LINES. SHOW ALL MAIN SHUT OFF VALVES
PLAINLY. ALL CHANGES ARE TO BE SHOWN ON BLUE PRINTS AND
TRANSMITTED TO THE ARCHITECT VIA THE GENERAL CONTRACTOR.
GENERAL AND MAJOR SUBCONTRACTORS SHALL PROVIDE TO OWNER A
MANUAL OF ALL REQUIRED MAINTENANCE INSTRUCTIONS FOR THIS
PRODUCT OR EQUIPMENT ALONG WITH THE SUPPLIER OR
SUBCONTRACTOR NAME, ETC. THE RECORD DRAWINGS AND
MAINTENANCE MANUALS ARE REQUIRED PRIOR TO FINAL PAYMENT TO
THE GENERAL CONTRACTOR OR HIS SUBCONTRACTORS.
CHANGES IN WORK - NOTE TO ALL CONTRACTORS:
CONTRACTOR SHALL BEAR ALL RESPONSIBILITY FOR MODIFICATIONS
REQUIRED IN ARCHITECTURAL, STRUCTURAL, ELECTRICAL, OR PLUMBING
SYSTEMS DUE TO SUBSTITUTION OF EQUIPMENT.
NOTE FOR GENERAL, MECHANICAL, ELECTRICAL,
PLUMBING AND ALL OTHER SUBCONTRACTORS:
ALL CONTRACTORS ARE REQUIRED TO REVIEW
ALL SHEETS OF THESE DRAWINGS AND ALL
SECTIONS OF THE PROJECT MANUAL AND
INCLUDE THEIR PROVISIONS IN THEIR ESTIMATE.
THIS SHALL INCLUDE THIS COVER SHEET,
ARCHITECTURAL, STRUCTURAL, MECHANICAL,
PLUMBING, AND ELECTRICAL.
TRUE & PROJECT NORTH
ARROWS
ELEVATION ID
DETAIL LABEL
DETAIL ID
MATCH LINE
KEYED NOTE
ADDENDUM/REVISION ID
ROOM ID
WINDOW TYPE
DOOR ID
WALL TYPE
GRID ID
SECTION ID W/CUT LINE
SYMBOL SCHEDULE
SEE XX/X-XXX
20
1
MATCH LINE
A301
1
A201
2
W2
101A
1A1
NORTH
PLAN
101
ABBREVIATIONS
A.R.F. ABOVE RAISED FLOORB.O. BOTTOM OFB.O.B. BOTTOM OF BEAM CENTERLINE
COL COLUMN
EL ELEVATION
E.O.S. EDGE OF STUD
E.W.C. ELECTRIC WATER COOLERF.F. FINISHED FLOORF.F. EL FINISHED FLOOR ELEVATION
F.H.G.B. FUL HEIGHT GYP BOARD
F.R.P. FIRE RESISTANT PANEL
GA GAUGE
G.C. GENERAL CONTRACTOR
GYP GYPSUM BOARDHORIZ HORIZONTALINSUL INSULATION
MBM METAL BUILDING MANUFACTURE
MAX MAXIMUM
MDP MAIN DISTRIBUTION PANEL
MFR MANUFACTURER
MIN MINIMUMN.T.S. NOT TO SCALEO/ OVER
O.C. ON CENTER
REF REFERENCE
SIM SIMILAR
SLAB LINE
T.O. TOP OFT.O.B. TOP OF BEAMT.O.F.F. TOP OF FINISHED FLOOR
T.O.S. TOP OF SLAB
T.S. TUBE STEEL
TYP TYPICAL
VERT VERTICAL
W.C. WATER CLOSETW/ WITHW/O WITHOUT
BUILDING CODE:
INTERNATIONAL BUILDING CODE 2012
INTERNATIONAL MECHANICAL CODE 2012
INTERNATIONAL PLUMBING CODE 2012
INTERNATIONAL ENERGY CONSERVATION CODE 2012
NATIONAL ELECTRICAL CODE 2011
INTERNATIONAL FIRE CODE 2012
OCCUPANCY:
GROUP 'B' AS FOUND IN SECTION 304.
TYPE OF CONSTRUCTION:
TYPE II-B NON-RATED SEE TABLE 601
BUILDING AREA:
ALLOWABLE (AS PER TABLE 503) 23,000 S.F.
ACTUAL 3,265 S.F.
STORIES:
ALLOWABLE (AS PER TABLE 503) (3) STORIES
ACTUAL (1) STORY
BUILDING ELEMENTS FIRE RESISTANCE - TABLE 601 & 602
STRUCTURAL FRAME 0 HOURS
BEARING WALLS 0 HOURS
-EXTERIOR 0 HOURS
-INTERIOR 0 HOURS
NON-BEARING WALLS 0 HOURS
FLOOR CONSTRUCTION 0 HOURS
ROOF CONSTRUCTION & CEILINGS 0 HOURS
EXTERIOR DOORS & WINDOWS 0 HOURS
OCCUPANCY LOAD:
BUSINESS AREAS: 3,265 S.F. / 100 S.F. - TABLE
1004.1.1
TOTAL OCCUPANT LOAD: 33 OCC.
EXITING
EXIT ACCESS TRAVEL DISTANCE - TABLE 1021.2(2)
OCCUPANCY 'B', NON-SPRINKLERED 1 exit: 75 FT.
REQUIRED NUMBER OF EXITS - SEC. & TABLE 1015.1
NUMBER OF EXITS REQUIRED: 1
NUMBER OF EXITS PROVIDED: 1
DRAFT STOPPING IN ATTICS
DRAFT STOPPING TO BE INSTALLED IN
ACCORDANCE WITH SECTION 717 IN CONCEALED
ATTIC SPACE
ONE DRAFT STOP REQUIRED
FIRE BLOCKING
FIRE BLOCKING TO BE INSTALLED IN ACCORDANCE
WITH SECTION 717
CIVIL:
HARPER-LEAVITT ENGINEERING, INC
985 N. CAPITAL AVENUE
IDAHO FALLS, ID 83405
CONTACT: BLAKE JOLLEY
PHONE: 208-524-0212
E-MAIL: BJOLLEY@HLEINC.COM
SITE PLAN
SHEET INDEX
ARCHITECTURAL:
EMA ARCHITECTS
2909 WASHINGTON BLVD.
OGDEN, UT 84401
CONTACT: JOHN WETENDORF
PHONE: 801.618.3463
E-MAIL: jwetendorf@bgwservices.com
vicinity PLAN
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MAIN
ST.
9'-0"
11
'
-
0
"
12'-4 1/2"
10
'
-
2
7
/
8
"
18'-8 1/8"
24
'
-
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"
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'
-
0
"
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"
9'-0"
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'
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"
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-
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"
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MOUNTAIN
AMERICA
REXBURG
.74 ACRES
1
2
3
4
5
6
7
8
9
10
11
12
13
REFERENCE NOTES:
4" WIDE PAINTED PARKING STALL STRIPING &directional arrows. coord. w/ architect &owner on locations.
PROPERTY LINE
LANDSCAPE AREA. CONTRACTOR TO PROVIDE AND
INSTALL SLEEVES FOR SPRINKLER SYSTEM.
COORDINATE WITH LANDSCAPE CONTRACTOR.
ADA ACCESSIBLE CONCRETE RAMP & route
trash enclosure & storage
PROPOSED LOCATION OF BUILDINGTRANSFORMER
proposed bike rack location
pedestrian path & landscape area. seelandscape plans for more detail.
6" asphalt curb
proposed vinyl fence location
PROPOSED MONUMENT SIGN LOCATION
rock sculpture w/ macu eagle statue
EASY HEAT SNOW MELT SYSTEM UNDER
concrete
12'-0"
12
'
-
0
"
18'-0"
4'-0"
4
A100
3A100
BRICK VENEER TO
MATCH BUILDING
8" CMU WALL
STRIPE AREA DIRECTLY IN FRONT OF ENCLOSURE
AS INDICATED FOR A NO PARKING ZONE. THIS
AREA TO BE REINFORCED 6" CONCRETE SLAB.
CONCRETE CURB &
GUTTER
6" CONCRETE SLAB
PAINTED CORREGATED METAL GATE. COLOR"DARK BRONZE" VFY W/ ARCHITECT. HINGE TO
6X6 TUBE STEEL COLUMNS. PAINT TUBE STEEL
TO MATCH GATE.
PAINTED BOLLARD
PAINTED BOLLARD
BRICK VENEER TO
MATCH BUILDING
LOCATION OF SPRINKLERTIMER/CLOCK. PROVIDEPOWER TO THIS LOCATION
NO
PARKING
TRASH CONTAINER LOCATION
STORAGE
3
A100
5'-6 5/8"12'-0"
7'
-
0
"
8'
-
0
"
2'
-
1
5
/
8
"
3'-0"
4
A100
HARRISTONE PRECAST CONC. CAPW/ #4 BARS CAST INTO CAP SETINTO GROUT FILLED CELLS.
CMU WALL W/ BRICK VENEER
GATE HINGES WELDED TO
TUBE STEEL COLUMN.
COOR. W/ ARCHITECT &STRUCTURAL
5/8" DIA. PAINTED STEEL TIE ROD.
PAINTED STEEL FRAME & PAINTEDCORRG. MTL. GATE. FIELD VFY
GATE DIMS.
PAINTED CORREGATED METALGATE. COLOR TO BE DARKBRONZE.
LOCKABLE GATE HATCH. LATCH
TO BE SIM. TO DAC INDUSTRIES
"STRONG ARM" COMMERCIAL
LATCH.
CONT. 12" CONC. FNDTN. WALL W/ #4
BARS @ 24" O.C. EACH WAY.
CONT. 1'X2' CONC. FOOTING W/ (3)
#4 CONT. BARS.
MTL FLASHING UNDER CAP
STORAGE SHED HM
'DOOR PAINTEDTO MATCH GATE.
STANDING SEAM MTLROOFING TO MATCH
BUILDING ROOF W/
METAL FASCIA.NOTE: A 10'-0" SQUARE AREA OF
CONCRETE IN FRONT OF DUMPSTER
LOCATION SHALL BE 5" THICK TOPREVENT DAMAGE FROM TRUCKWEIGHT.
SIDE VIEWFRONT VIEW
1'-0 1/2"
2"
2"
1"
8"
3'-0"
1'
-
0
"
30
"
M
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.
T.O. MASONRY
PRE-CAST CONC. CAP W/ #4
BARS CAST INTO CAP SET INTOGROUT FILLED CELLS.
brick VENEER. STYLE BY OWNER.
REINFORCED CMU - 8" NOM. #5'S
BARS @ 40" O.C. VERTICAL W/ (2)
#4'S @ 48" O.C. HORIZ. SOLID
GROUTED.
3/4" CHAMFER
(2) #4'S TOP AND BOTTOM W/
DOWEL AT 12" O.C.
CONT. 12" FOUNDATION WALL
#5 DOWEL VERTICAL AT 20" O.C.
ALTERNATE DIRECTION OF LEG.
CONT. 3'X1' FOOTING W/ (3)
#4xCONT.
EACH WAY
4" CONC. SLAB ON 4"GRAVEL BASE
6X6X1/4" TUBE STEEL GATE
COLUMNS W/ PAINTED FINISH. VFYCOLOR W/ OWNER
STEEL @ B.O. CONC.
PL 3/4X10"X12"
W/ (4) 3/4" DIA X 10"ANCHOR BOLTS
ELEV: 7'-0"
ABOVE
PAVEMENT
6"
3'
-
6
"
4"
4"
3'
-
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"
2'-0" DIA.
1/
2
"
MOUNDED CONC. TOP FINISH
4" DIA. (INSIDE DIM.) STANDARD STEEL
PIPE GROUTED. SOLID & PAINTED WHITE.
NEW ASPHALT & ROAD BASEAS APPLICABLE.
CONCRETE FOOTING
SEALANT & BASE-CONTINUOUS
4'-0"
4"
6"
3/4" RADIUS
CONT. SEALANT & BACKER ROD.
3/4" RADIUS
CONT. SEALANT & BACKER ROD.
PROVIDE 1/2" RAISE AT CENTER OFISLAND TO PROVIDE DRAINAGE TOPERIMETER.
1 SITE PLAN
SCALE: 1/16" = 1'-0"
2 TRASH ENCLOSURE PLAN
SCALE: 1/2" = 1'-0"3 TRASH ENCLOSURE ELEVATIONS
SCALE: 1/2" = 1'-0"
4 TRASH ENCLOSURE SECTION
SCALE: 3/4" = 1'-0"5 BOLLARD DETAIL
SCALE: 1/2" = 1'-0"
6 SERVICES ISLAND DETAIL
SCALE: 3/4" = 1'-0"
GENERAL NOTES:
1. CONTRACTOR TO CONTACT NEIGHBORING PROPERTYOWNERS IN ADVANCE OF ANY WORK WHICH MAY EFFECTNEIGHBORING PROPERTY.
2. COORDINATE WORK AT CITY AND STATE ROADS WITH
COUNTY AND STATE DEPARTMENT OF TRANSPORTATION
3. ALL LANDSCAPE WORK - WITH THE EXCEPTION OF THE
SPRINKLER SLEEVES - SHALL BE PROVIDED AND INSTALLED
BY SEPARATE LANDSCAPE CONTRACTOR TO BE SELECTED
BY OWNER.
4. CONTRACTOR TO READ AND FOLLOW THERECOMMENDATIONS OF THE SOILS REPORT AS PROVIDED INTHE SPECIFICATIONS.
5. SEE CIVIL DRAWINGS FOR DIMENSIONS, CONCRETE AND
ASPHALT LOCATIONS AND DETAILS.
6. REMOVE MUD/DEBRIS FROM VEHICLES EXITING SITE.
CONTRACTOR RESPONSIBLE TO CONTROL DUST AND DIRT
FROM NEIGHBORING PROPERTIES.
7. SEE CIVIL SITE PLAN FOR ALL ADDITIONAL INFORMATIONRELATING TO SITE PLAN.
8. EASY HEAT SNOW MELT SYSTEM UNDER THE CONCRETEPAVING FOR THE DRIVE-THRU, ENTRY SIDEWALK, AND ATM
CONCRETE PAVING. RE: ELECTRICAL
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MOUNTAIN
AMERICA
REXBURG
.74 ACRES
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1 LANDSCAPE PLAN
SCALE: 1/16" = 1'-0"
LANDSCAPE LEGEND
A. purple robe locust 2"
B. weeping white spruce 6' to 8'
C. crimson sentry maple 2"
D. October glory maple 2"
E. glObosa spruce 7 gal. grafted varied heights
F. chanticlEER flowering pear 2"
G. clump bigtooth maple 1 1/2" multiple trunks
S. sChubert chokecherry 2"
L. HONEY LOCUSTS 2"
1. grow low sumac #5
2. buckthorn (tall hedge) #5
3. gold privet #5
4. kelsey dogwood #5
5. vAriEgated dogwood #5
6. brandy wine niNEbark #5
7. red drift carpet rose #2
8. gold flame spirea #5
9. karl foErster feathEr grass #1
10. hemlin grass #1
11. mahowia repair #1 x 10 under each bigtooth
12. KANNICK kaNNICK #1
13. VARIEGATED hosta lily #1
14. spreading yew #5
200 perennials : to be placed in grouping's of 5 to 7
40 blackeyed susans #1
40 Stella - daylily #1
10 VARIEGATED fri's #1
10 PENSTEMON #1
10 GAILLARDIA (arizona sun) #1
10 Lupine mixed #1
30 Salvia maynight #1
40 cone flower (pow wow) #1
10 Shasta daisy #1
30 accent boulders
3" to 6" cobble over dewily weed barrier 2/3 of the area
1" TO 2" cobble over dewily weed barrier 1/3 of the area
PUATTURWS TO BE DETERMINED BY (SUBURBAN PROPERTY)
*4X6 EXTRUDED MOWSTRIP BETWEEN LAWN AREAS & PLANTERS
AREAS OF LAWN
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GENERAL NOTES:
1. ALL WALLS ARE DIMENSIONED TO EDGE OF STUD.
2. RATED WALLS MUST EXTEND TIGHT AGAINST THE
UNDERSIDE OF A ROOF OR FLOOR DECK USING'FIRE TRAK' OR EQUIVALENT.
3. FIRE EXTINGUISHERS SHALL BE SEMI-RECESSED
4. ALL GLAZING IN DOORS AND WINDOWS WITHIN 24
INCHES OF DOORS SHALL BE TEMPERED, AND
PASS THE TEST REQUIREMENTS OF CPSC 16-CFR,PART 1201 AND COMPLY WITH ANSI Z97.1
5. ALL FIRE RATED DOORS SHALL HAVE RATED
FRAMES, HARDWARE, CLOSERS, AND OTHER
RATED ACCESSORIES.
6. ALL INTERIOR WALLS, EXCEPT IN STORAGE AREAS,SHALL BE SOUND INSULATED. 3 5/8" & 4" WALLSSHALL BE R-11, AND 6" WALLS SHALL BE R-19.
7. TYPICAL WALL HEIGHT = B.O. DECK U.N.O.
8. F.H.G.B. = FULL HEIGHT GYP BOARD WITH SOUND
ATTENUATION BLANKET.
9. ALL INTERIOR WALLS TO BE TYPE 3 U.N.O. SEE
SHEET A303 FOR WALL TYPES.
10. SECURITY SYSTEM BY AND INSTALLED BY
DIEBOLD. COORDINATE ELECTRICAL AND DATA
REQ'S WITH DIEBOLD. WALL AND CASEWORKMOUNTED CAMERAS, MOTION DETECTORS, HOLD-UP BUTTONS, AND OTHER SECURITY DEVICES TO
BE COORDINATED WITH DIEBOLD PRIOIR TO WALL
AND CASEWORK CONSTRUCTION.
11. ALL DIEBOLD EQUIPMENT PROVIDED BY OWNER.
CONTRACTOR TO COORDINATE ALL DIEBOLDINSTALLATION WITH DIEBOLD REPRESENTATIVE,INCLUDING, BUT NOT LIMITED TO: REQUIRED ROUGH
OPENING SIZES, ELECTRICAL OUTLET PLACEMENT,
EQUIPMENT SIZES, CONDUIT PLACEMENT AND
REQUIREMENTS & PNUEMATIC TELLER TUBE
INSTALLATION. ALL DIEBOLD EQUIPMENT
INSTALLATIONS BY DIEBOLD, UNLESS OTHERWISENOTED.
12. COORDINATE WINDOW R.O. SIZE WITH WINDOW
SCHEDULE. FIELD VFY W/ G.C.
13. CONTRACTOR TO INSTALL ADA APPROVED
SIGNAGE AT BREAK ROOM AND TOILET ROOMS.
INSTALL TO CONFORM TO ALL ADA STANDARDS.
COAT rack; wall mounted. vfy height w/ owner
PLANK TILE FLOOR FINISH SEE FINISH SCHEDULE
VFY DIRECTION W/ OWNER
ROOF ACCESS LADDER.
FURNITURE BY OWNER. (SHOWN AS REFERENCE)
DRINKING FOUNTAIN. INSTALL AS PER ADA REQUIREMENTS.
RE: PLUMBING
SEMI-RECESSED FIRE EXTINGUISHER CABINET.
ELECTRICAL PANEL LOCATION. RE: ELECTRICAL
LCD TELEVISION LOCATION - OWNER PROVIDED. COORDINATE
WITH ARCH. & OWNER FOR MOUNTING HEIGHT & EXACT
LOCATION. PROVIDE DATA & POWER. LOCATIONS IN
VESTIBULE TO BE RECESSED INTO WALLS.
HANDICAP DOOR ACTIVATION BUTTON
COPY MACHINE LOCATION PROVIDE POWER AND DATA.
REFERENCE NOTES:
PLASTIC LAMINATE 3/4" MDF SHELVING. 36" WIDE. PROVIDE16" VERTICAL BETWEEN SHELVES. CONTINUE SHELVING TOCEILING ABOVE. PROVIDE HEAVY DUTY SUPPORTS.
I.T. CABINET BY OWNER. PROVIDE POWER AND DATA TO THISLOCATION.
DOOR SECURITY SYSTEM BY DIEBOLD. PROVIDE POWERAND DATA TO THIS LOCATION.
NIGHT DEPOSITORY BOX BY OWNER. COORDINATE INSTALlWITH DIEBOLD.
SEE CIVIL SITE PLAN & ARCHITECTURAL SITE PLAN DRAWINGSFOR SITE DETAILS.
TORREON GLAZED PORCELAIN TILE, TN96 TORTORA. REFERTO FINISH SCHEDULE IN SPEC BOOK.
not used
COIN CHANGER
2 1/2" raised acces FLOOR O/RECESSED SLAB
DIEBOLD VAULT DOOR BY OWNER. COORD INSTALL W/ DIEBOLD
ATM BY DIEBOLD. G.C. TO PROVIDE POWER AND DATA TO THIS LOCATION.
PNEUMATIC TELLER VAT BY DIEBOLD. G.C. TO PROVIDE POWER AND
DATA TO THIS LOCATION. RE: ELECTRICAL
BANK SAFE BY OWNER COORD. W/ DIEBOLD
not used
shredder bin. g.c. to provide power to this location.
not used.
DASHED LINE INDICATES EDGE OF CANOPY ABOVE.
6" CONCRETE SLAB (SEALED) OVER 6" COMPACTED BASE. RE: CIVIL.
RAISED FLOOR SYSTEM. provided by owner installed by contractor
not used
RAISED FLOOR SYSTEM. provided by owner installed by contractor
3'
-
0
"
3'-0"
30
31
WT1 WT1
WT
1
WT
1
WT1
WT1
WT
1
WT2 WT2
WT2 WT2
WT2 WT2
WT2WT2
WT
2
WT
2
WT
4
WT
4
WT4
WT4
WT
5
BRANCH
MANAGER
102
VESTIBULE
101
OFFICE
116
BREAK
ROOM
115
STORAGE
114
REST
113
REST
112
STORAGE
111
ADMIN
109
JANITOR
117
VAULT
110
MDP
108
HALL
107
OFFICE
106OFFICE
105
OFFICE
104
LOBBY
103
D
D
C
C
B
BA
A
1 1
2 2
6 6
8 8
3 3
4 4
5 5
7 7
5.2 5.2
E
E
F
F
BACKER ROD &
SEALANT
8" M.S. FRAMING@ 16" O.C.
SHIM, AS
REQ'D
STOREFRONTFRAME
22 GA. ALUM. breakMETAL, FINISH TOMATCH STOREFRONT
GLAZING
8"
2'-0"
1'-
0
"
30
"
M
I
N
.
1'-0"
8"8"
4'-0"
8'
-
0
"
REINFORCED CMU - 8" NOM. #5'S
BARS @ 40" O.C. VERTICAL W/ (2)
#4'S @ 48" O.C. HORIZ. SOLID
GROUTED.
3/4" CHAMFER
(2) #4'S TOP AND BOTTOM W/
DOWEL AT 12" O.C.
CONT. 12" FOUNDATION WALL
#5 DOWEL VERTICAL AT 20" O.C.
ALTERNATE DIRECTION OF LEG.
CONT. 3'X1' FOOTING W/ (3)
#4xCONT.EACH WAY
4" CONC. SLAB ON 4"GRAVEL BASE
STEEL @ B.O. CONC.
PL 3/4X10"X12"W/ (4) 3/4" DIA X 10"ANCHOR BOLTS
BRICK VENEER
O/1" AIR GAP
STANDING SEAM MTLROOFING TO MATCH
BUILDING ROOF W/
METAL FASCIA.
8" CMU WALL
4" CONC. SLAB ON 4"GRAVEL BASE
4" M.S. ROOFFRAMING @ 16" O.C.W/R11 BATT INSUL
VAPOR BARRIER O/
5/8" EXT. SHEATHING
5/8" SHEATHING
I.T.
DIG
I
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A
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W
A
L
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F
1
A402
6
A402
8
A402
3A101
6'-
1
0
"
6'
-
0
"
4'-
7
"
3'
-
4
"
4'
-
6
"
13
'
-
4
"
20
'
-
5
"
58'-0"51'-0"
4'-9"25'-5"27'-10"25'-0"26'-0"
12
'
-
7
"
15'-9"13'-5"12'-11"
59
'
-
0
"
10
'
-
4
"
4'
-
1
1
"
4'
-
7
"
12
'
-
8
"
2'
-
0
"
12
'
-
0
"
8'-4"5'-6"14'-0"
6'
-
0
"
7'
-
4
"
7'
-
3
"
1'-9 1/2"4'-7 1/2"9'-10"
14'-2"7'-6"
3'-4"1'-10"24'-6"1'-10"
11
'
-
1
0
"
1'-
1
0
"
32
'
-
0
"
1'
-
1
0
"
3'-2"1'-10"24'-6"1'-10"1'
-
4
"
1'
-
4
"
1'
-
1
0
"
3'
-
4
"
7'-10"5'-3"
21
'
-
3
"
6
A201
6
A201
7A201
7
A201
9A201
9
A201
4
A201
3
A201
2
A201
5
A201
23 23 23
20
19
5
23
25
21
16
1 1 1
1
1
1
1
1
4
6
7
9
10
11
12
12
13 14
14
14
27
22
28 28 28 28
18
18
18
1
1
1
W8 W8
W2
W10
W7
W9
W3
W5 W4
W1W1
116A
11
7
A
10
1
A
112A
113A
111A
114A
10
9
A
104A 105A 106A
10
1
B
BRANCH
MANAGER
102
VESTIBULE
101
OFFICE
116
BREAK
ROOM
115
STORAGE
114
REST
113
REST
112
STORAGE
111
ADMIN
109
JANITOR
117
VAULT
110
MDP
108
HALL
107
OFFICE
106OFFICE
105
OFFICE
104
LOBBY
103
D
D
C
C
B
BA
A
1 1
2 2
6 6
8 8
3 3
4 4
5 5
7 7
5.2 5.2
E
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F
F
102a
10A301
11
5
A
W6
108A
2 LOBBY FINISH FLOOR PLAN
SCALE: 1/8" = 1'-0"
3 PLAN DETAIL
SCALE: 1" = 1'-0"
4 SHED SECTION
SCALE: 1/2" = 1'-0"
1 FLOOR PLAN
SCALE: 1/8" = 1'-0"
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SEISMIC STRUT AND SPLAY WIRES WITHIN 6'OF EACH WALL
3 5/8" x 20 GA METAL STUD AT SEISMIC TIES @
12" O.C. EA WAY PER CODE ATTACH TOSTRUCTURE ABOVE USE DBL STUD TEE ON HGTSOVER 96"
10 GA SPLAY WIRES @ 12'-0" IN PLACE OF
EACH RUNNER
3" MAX TO TOP OF 3RD TURN OF
WIRES (TYP.)
NOTE:VERTICAL HANGER WIRE 12 GA.
@ 4'-0" O.C. OR 10 GA. @
5'-0" O.C.
45 DEG.MAX
45 DEG.
MAX
CROSS
R
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MAX
45 DEG.
MAX
SYMBOL LEGEND
RCP GENERAL NOTES:
1. STORAGE / UTILITY ROOMS NO CEILING (OPEN TO STRUCTUREABOVE) U.N.O.2. ALL CEILINGS GRIDS 2' X 4' GRID U.N.O.
3. TERMINATE APPEARANCE WRAP ON GYP. WRAPPED COLUMNS
1;-0" ABOVE CEILING U.N.O. RATED WALLS / COLUMNS REQUIRE
GYP WRAP TO B.O. STRUCTURE.
4. ALL BULK HEADS ARE 2" BELOW LOWEST CEILING IN THE AREA.U.N.O.5. ALL CEILING ARE 10'-0" A.F.F. U.N.O.6. CHANGES IN CEILING PLANE ELEVATION SHALL BE PROVIDED
WITH POSITIVE BRACING.
7. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE
SUPPORTED INDEPENDENTLY OF THE CEILING.
8. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES ANDLAYOUT.9. SEE MECHANICAL DRAWINGS FOR DIFFUSER SIZE AND LAYOUT
10. ALL CEILING MOUNTED SPEAKERS TO BE PROVIDED AND
INSTALLED BY OWNER. INSTALLATION SCHEDULE TO BE
COORDINATED WI/G.C. PROJECT SCHEDULE.
EXTERIOR WALL LIGHT
PENDANT
EXIT LIGHT (DIRECTIONAL)
WALL SCONCE
EMERGENCY LIGHT W/ BATTERY
EXHAUST
2'x2' FLUORESCENT
5/8" TYPE "X" GYP. BOARD LID ATTACHED TO
UNDERSIDE OF STRUCTURE ABOVE
SUPPLY DIFFUSER
RETURN DIFFUSER
NOTE:
SEE MECHANICAL AND ELECTRICAL SHEETS
FOR EQUIPMENT SCHEDULES & DETAILS.
FLORESCENT STRIP LIGHTS
THEATRICAL LIGHTING BAR
2 LAMP WALL MOUNTED DOWNLIGHT
TRACK LIGHT
2'x2' LAY-IN TILE CEILING PATTERNU.N.O.
RECESSED CAN LIGHT
EXIT/EMERGENCY LIGHT
jbl 8124 white ceiling speaker
provided and installed by
contractor. provide 18-2 speaker
wire from electrical room toeach speaker.
S
6
A201
6A201
7
A201
7A201
9
A201
9A201
4
A201
3A201
2A201
5A201
OPEN TO
SKYLIGHT
C1 11'-4"
C2 11'-0"
C2 11'-0"
C1 11'-4"
C3 11'-2"
C5 7'-4"
C5 7'-4"
S S
S S
BRANCH MANAGER102
C1 11'-0"
VESTIBULE
101
C1 11'-0"
OFFICE
116
C1 10'-0"
BREAK ROOM
115
C1 10'-0"
STORAGE
114
C1 10'-0"
REST
113
C1 10'-0"
REST
112
C1 10'-0"
STORAGE
111
C1 10'-0"
ADMIN
109
C1 10'-0"
JANITOR
117
C1 10'-0"
VAULT110 C6 8'-6"MDP
108
C1 12'-0"
HALL
107
C1 10'-0"
OFFICE
106
C1 11'-0"
OFFICE
105
C1 11'-0"
OFFICE
104
C1 11'-0"
LOBBY
103
C4 Varies
D
D
C
C
B
BA
A
1 1
2 2
6 6
8 8
3 3
4 4
5 5
7 7
5.2 5.2
E
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F
F
10
A301
access door
6" MIN 6" MIN
12 GAUGE WIRE HANGERS @ 48"
O.C. EACH WAY, ATTACH TO
STRUCTURE ABOVE WITH SUITABLE
FASTENERS
WRAP 3 FULL TIMES (TYP)
DIAGONAL STRUT WALL ANGLEUNATTACHED TOWALL
WALL ANGLE WITH 1/8" POP
RIVET AT ALL TEES
WALL ANGLE ATTACHEDTO WALL
1" X 2" ALUMINUM WALL
ANGLE WITH EXPANSION
SPACER
3 CEILING GRID SEISMIC BRACING
SCALE: 3/8" = 1'-0"
1 REFLECTED CEILING PLAN
SCALE: 1/8" = 1'-0"
2 SEISMIC CEILING DETAIL
SCALE: 3/8" = 1'-0"
CEILING TYPES:
TEGULAR EDGE LAY-IN CEILING TILE 24"X24" &
SUSPENDED SUPPORT SYSTEM. "CASHMERE" BYCELOTEX COMMERCIAL. SEE SEISMIC GRID DETAILS.C1
(1) LAYER 5/8" TYPE "X" GYPSUM BOARD PRIMED,
W/ (2) COATS PAINT. PROVIDE SMOOTH FINISH.C2
C3 PRE-FINISHED ALUMINUM SOFFIT.
SUSPENDED WOOD GRILLE CEILINGC4
EXPANDED METAL louvers - sun shadeC5
EXPOSED, PAINT STRUCTUREC6
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60 MIL. SINGLE-PLY TPO ROOFING MEMBRANE SYSTEM ON 4" RIGID INSULATION.
ROOF DRAIN ASSEMBLY PROVIDE ROOF DRAIN HEAT TRACE. RE: PLUMBING & ARCH.DETAILS. RE: #DrgID(ref)/#LayID(ref)
REFERENCE NOTES
PRE-FINISHED METAL CAP FLASHING AT PARAPET WALL. RE: SHEET #LayID(ref)
ROOF HATCH LOCATION. RE: #DrgID(ref)/#LayID(ref)
ROOF TOP MECHANICAL UNIT. RE: MECHANICAL.
2X WOOD KICKER W/ PLYWOOD SHEATHING. PROVIDE SINGLE-PLY MEMBRANE ROOFING
SYSTEM W/ RIGID 4" INSULATION.
ALUMINUM GUTTER & DOWNSPOUT. INCLUDE HEAT TRACE IN ALL DOWNSPOUTS & GUTTERS.
GREY HATCH INDICATES 2 ROWS OF SNOW FENCE AND LOW VOLTAGE HEATING CABLE, TYP.
COLOR TO MATCH ROOF PANELS. LOCATE UP ROOF SLOPE 1'-6" FROM RAIN GUTTER.
BUILT UP RIGID INSULATION CRICKET
DECK BEARING ELEVATION CONSISTENT ALONG ENITRE LENGTH OF WALL.
DECK BEARING ELEVATION SLOPES ALONG WALL.
PRE-FINISHED STANDING SEAM METAL ROOFING SYSTEM. SPECIAL COLOR APPROVED BY
ARCHITECT.
D
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6
A201
6A201
7A201
7A201
9A201
9A201
4A201
3
A201
2A201
5A201
14
'
-
4
"
17
'
-
0
"
29'-8"
1/4:12
1/4:12
1/4:1212
:
1
2
12
:
1
2
1
1
1
2
3
3
3
3
4
5
5
6
6
6
6
6
212
AC
1
RTU2
RTU
1WT
6
WT6
WT6
WT
2
D
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C
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B
BA
A
1 1
2 2
6 6
8 8
3 3
4 4
5 5
7 7
5.2 5.2
E
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F
F
10
A301
SEE RCP
CEILING HT.
3'-0"X3'-0" PREFABRICATED
ROOF HATCH
INTEGRAL COUNTER
FLASHING BY CURB MANUF.
CONT. PLYWOOD NAILER
(TREATED) AROUND HATCH
PREFABRICATED CURB
BY HATCH MANUF.
EPDM ROOFING MEMB.
ROOF SHEATHING
ACCESS LADDER
STUD FRAMING
5/8" GYP. BD
CEILING AS SCHEDULE
STRUCTURAL FRAMINGAROUND OPENING
NOTE: G.C. TO PROVIDE A MASTER PADLOCK WITH KEY LOCK
FOR INSIDE OF ROOF HATCH
4" RIGID INSULATION
ROOF DRAIN REF. PLUMBING
FOR PIPE SIZE AND DETAILSOVERFLOW ROOF DRAIN REF.
PLUMBING FOR PIPE SIZE AND DETAILS
COMBINATION ROOF DRAIN W/ OVERFLOW
(MODEL ZURN Z164) INSTALL PER
MANUFACTURE'S DETAILS
ROOF MEMBRANE O/ 4" RIGID
INSULATION O/ 1 1/2" METAL DECK
O/
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W
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PR
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24GA PRE-FINISHED CAP
FLASHING (CONT.)
24GA CLEAT (CONT.)
STANDING SEAM FLASHING
JOINT
4" (MIN) BOTH SIDES
WRAP ROOF MEMBRANE UPAND UNDER PARAPET CAP
1 ROOF PLAN
SCALE: 1/8" = 1'-0"
4 ROOF HATCH DETAIL
SCALE: 1 1/2"= 1'-0"3 ROOF DRAIN SECTION
SCALE: 3/4" = 1'-0"2 TYP. PARAPET CAP DETAIL
SCALE: 1 1/2"= 1'-0"
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8
EXTERIOR FINISH SCHEDULE
- 3 COAT ACRYLIC STUCCO, SENERGY COLOR #1
- BRICK VENEER, tumbleweed
- BRICK VENEER, SMOKEY MOUNTAIN
- METAL CAP FLASHING, COLOR CUSTOM BRONZE
- STANDING SEAM ROOF, COLOR CUSTOM BRONZE
- METAL WALL PANEL, FINISH anodic clear mica
- METAL TRIM, COLOR MACU YELLOW
EXTERIOR MATERIALS
- SIGNAGE, COORDINATE WITH OWNER & INSTALLER
- ALUM. WINDOW shade, COLOR ANNOD. ALUMINUM
DCBA E F
100'-0"
111'-0"
117'-0"
±121'-8 3/4"
±128'-10 3/4"
100'-0"
111'-0"
115'-0"
117'-0"
1
2A
3
5
6
6
2A
2B
2B
2B
2B44
3
8
2B
3
5
3
T.O. PARAPET
B.O. AWNING
T.O. SLAB
RIDGE HT.
T.O. TRIM
T.O. PARAPET
T.O. SLAB
RIDGE HT.
T.O. PARAPET
12368457
12
12
12
12
5.2
100'-0"
107'-2"
111'-0"
117'-0"
±121'-8 3/4"
±128'-10 3/4"
100'-0"
107'-2"
110'-4"
115'-6"
117'-0"
1
2A
5
6
2A
2B
2B
2B
2B 4 33
4 2B
5
2A
2B
8 8
2B
W2
T.O. PARAPET
B.O. TRIM
T.O. SLAB
RIDGE HT.
T.O. TRIM
T.O. PARAPET
T.O. SLAB
RIDGE HT.
AWNING HT.
T.O. PARAPET
AWNING HT.
ABCDEF
100'-0"
111'-0"
117'-0"
±121'-8 3/4"
±128'-10 3/4"
100'-0"
111'-0"
115'-0"
117'-0"
1
2A
3
5
6
6
2A
2B
2B
2B
2B 4 4
3
8
6
5
2B
3 3
T.O. PARAPET
B.O. AWNING
T.O. SLAB
RIDGE HT.
T.O. TRIM
T.O. PARAPET
T.O. SLAB
RIDGE HT.
T.O. PARAPET
86321754
12
12
12
12
12
1212
12
5.2
100'-0"
107'-2"
111'-0"
117'-0"
±121'-8 3/4"
±128'-10 3/4"
100'-0"
107'-2"
110'-4"
115'-6"
117'-0"
7'-
1
0
"
EQ.EQ.EQ.EQ.
2A
3
5
6
2A
2B
2B
2B
2B 4 33
4
5
8 8
3
3
3
7
7
8
T.O. PARAPET
B.O. TRIM
T.O. SLAB
RIDGE HT.
T.O. SOMETHING
T.O. PARAPET
T.O. SLAB
RIDGE HT.
AWNING HT.
T.O. PARAPET
AWNING HT.
MOUNTAIN AMERICA
CREDIT UNION
ABCD
LOBBY
103
ADMIN
109
HALL
107
REST
112
12
1/4
EF
1
A301
2
A301
3
A301
21
A302
100'-0"
111'-0"
114'-0"
115'-0"
100'-0"
111'-0"
115'-6"
±128'-10 3/4"
117'-0"
1
10
11
16
311
7
1515
15
3
17
14
9
9
5 19
12 12 12
23
109A
RIDGE HT.
T.O. SOMETHING
T.O. PARAPET/
B.O. ROOF
T.O. SLAB
T.O. PARAPET
CEILING HT.
D.B.E.
T.O. SLAB
T.O. PARAPET
12368457
LOBBY
103
BRANCH
MANAGER
102
FSR
105
12
12
12
12
5.2
4A301 4
A301
6
A301
6
A301
100'-0"
107'-2"
111'-0"
115'-6"
117'-0"
±121'-8 3/4"
±128'-10 3/4"
100'-0"
107'-2"
115'-6"
117'-0"
1
15
15
3
17
3
3
1
14 14
19
23
W8
T.O. PARAPET
B.O. AWNING
T.O. SLAB
T.O. PARAPET
T.O. STOREFRONT
RIDGE HT.
T.O. SLAB
B.O. AWNING
T.O. PARAPET T.O. PARAPET
RIDGE HT.
SIM/OPP
SIM/
OPP
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
SECTION REFERENCE NOTES:
CEILING, SEE A102
CASEWORK, SEE INTERIOR ELEVATIONS
CONCRETE FLOOR SLAB, OVER COMPACTED SUB GRADE
REF: SOILS ENGINEERING REPORT FOR UNDER SLAB
REQUIREMENTS
DRIVE-THRU ATM UNIT BY DIEBOLD
PNEUMATIC TELLER TUBE SYSTEM BY DIEBOLD.
tpo membrane roof, SEE ROOF PLAN
MECHANICAL UNIT, SEE MECHANICAL
DRAWINGS
TELLER V.A.T. AND TUBE BY DIEBOLD
STUD FRAMED SOFFIT
STRUCTURAL BEAM, SEE STRUCTURAL DRAWINGS
STANDING SEAM METAL ROOF, SEE ROOF PLAN
pre-finished ALUMINUM SOFFIT O/ 1/2" PLYWOOD
LIGHT, SEE LIGHTING PLAN
ROOF ACCESS HATCH, SEE 4/A103
MECHANICAL DUCT, SEE MECHANICAL
DRAWINGS
STRUCTURAL JOIST, SEE STRUCTURAL DRAWINGS
KALWALL SKYLIGHT, SEE 18/A302
DIEBOLD CLASS 1 MODULAR VAULT
'TATE concore 1500' panel SYSTEM O/CONCRETE SLAB.
WALL, SEE PLAN FOR TYPE AND A303 FOR CONSTRUCTION.
FOUNDATION WALL, SEE STRUCTURAL DRAWINGS
PRE-FAB ALUM. window shade
WALL NICHE FOR OWNER PROVIDED LCD TV.COORDINATE SIZE PRIOR TO INSTALL
12368457
HALL
107
OFFICE
116
VAULT
110
JANITOR
117
ADMIN
109
HALL
107
5.2
100'-0"
107'-2"
115'-6"
117'-0"
±121'-8 3/4"
±128'-10 3/4"
100'-0"
107'-2"
115'-6"
117'-0"
1
15
3
14
18
1
3 33
11
10
14
17
7
W2
T.O. PARAPET
B.O. AWNING
T.O. SLAB
T.O. PARAPET
RIDGE HT.
T.O. SLAB
B.O. AWNING
T.O. PARAPET T.O. PARAPET
RIDGE HT.
TYP
2 SOUTH ELEVATION
SCALE: 1/8" = 1'-0"
3 EAST ELEVATION
SCALE: 1/8" = 1'-0"4 NORTH ELEVATION
SCALE: 1/8" = 1'-0"
5 WEST ELEVATION
SCALE: 1/8" = 1'-0"
6 BUILDING SECTION
SCALE: 1/8" = 1'-0"
7 BUILDING SECTION
SCALE: 1/8" = 1'-0"
9 BUILDING SECTION
SCALE: 1/8" = 1'-0"
GENERAL NOTES:
1. ALL MARKETING SIGNS ARE PROVIDED & INSTALLED BY sign manuf..
CONTRACTOR IS RESPONSIBLE TO PROVIDE POWER TO LOCATION.
COORDINATE REQUIRED R.O. SIZES & POWER LOCATIONS W/ owner.
2. PROVIDE WEATHER PROOF WINDOW WRAP ALL AROUND WINDOW-
TYP. FOR ALL EXTERIOR WINDOWS.
*NOTE: 2B ON DRIVE THRU CANOPY - BRICK LOOK, ACTUAL MATERIAL TO BE
EIFS MADE TO MATCH ACTUAL 2B BRICK COLOR & GROUT. PROVIDE MOCK-
UP FOR OWNER APPROVAL.
*NOTE: 2B ON DRIVE THRU CANOPY - BRICK LOOK, ACTUAL MATERIAL TO BE
EIFS MADE TO MATCH ACTUAL 2B BRICK COLOR & GROUT. PROVIDE MOCK-
UP FOR OWNER APPROVAL.
*NOTE: 2B ON DRIVE THRU CANOPY - BRICK LOOK, ACTUAL MATERIAL TO BE
EIFS MADE TO MATCH ACTUAL 2B BRICK COLOR & GROUT. PROVIDE MOCK-
UP FOR OWNER APPROVAL.
WA
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A
1A302
2
A302
3
A302
4A302
10A302
VFY
100'-0"
111'-0"
115'-6"
±128'-8"
BUILDING SIGNAGE,
BY OWNER
PROVIDE M.S.
BLOCKING AS REQ'D
FOR SIGNAGEATTACHMENT
5/8" GYP O/3 5/8" M.S.FRAMING @ 16" O.C.
2" rigid insul.
concrete
foundation wall &
footing. ref:structural
raised accessfloor
exteriorstorefront glazingsystem
'alucobond' metal
panel system o/
vapor barrier 0/
ext. sheathing
metal panel systemo/ vapor barrier0/ ext. sheathing
20 ga. 6" mtl
framing 16" o.c. w/batt insul.
standing seam mtl
roofing 0/ roofdeck.
steel beam.
ref: structural
ext sun shade. mountto storefrontwindow system
RIDGE D.B.E.
T.O. WINDOW
T.O. PARAPET
T.O. SLAB
D.B.E.
C
5
A302
6
A302
1
A302
100'-0"
110'-0"
114'-7"
±128'-10 3/4"
raised access
floor
conc. slab. ref:
structural
3 5/8" mtl framing16" o.c. w/ one sideof finished gyp bd. &batt insul.
lay in ceiling. ref:
RCP plan
mech. duct. ref:
mechanical
structural joist.
ref: structural
structural beam.ref: structural
tpo membrane roof
o/ 4" rigid insul. o/ 3"
mtl deck.
6" mtl framing 16"
o.c. w/ batt insul.&int. gyp bd.
EIFS exterior finish
o/ vapor barrier
o/ ext. sheathing
ventwood wood
ceiling w/ ceiling &
wall space above
painted flat black
steel beam. ref:
structural.
6" mtl framing w/
gyp & batt insul.
3" mtl deck. ref:
struct.
standing seam mtlroof. vfy color w/architect
D.B.E.
T.O. SLAB
RIDGE HT.
CEILING HT.
D
7
A302
8
A302
9A302
111'-0"
114'-0"
117'-0"
100'-0"
101'-0"
110'-0"
concrete slab. ref:
structural
foundation wall &
footing. ref:
structural
6" mtl framing 16"o.c. w/ gyp bd. &batt insul.
lay in ceiling. ref:RCP plan
tpo membrane roof
o/ 4" rigid insul. o/ 3"
mtl deck.
mtl parapetflashing. vfy color
w/ architect.
2" rigid insul.
brick finish w/ 1" air
gap & vapor
barrier o/ ext.
sheathing
brick finish w/ 1" air
gap & vapor
barrier o/ ext.
sheathing
pre-finished metalsoffit O/ 5/8" EXT.
SHEATHING O/ 3 5/8"
M.S. FRAMING
CEILING HT.
T.O. SLAB
T.O. PARAPET
B.O. BUMPOUT
D.B.E.
T.O. STEM WALL
1
10A302
19
A302
7
A302
3
A302
107'-2"
VARIES
100'-0"
111'-0"
115'-6"
117'-0"
concrete slab. ref:structural
foundation wall &
footing. ref:structural
storefront window
system
lay in ceiling. ref:
RCP plan
metal panel system
o/ vapor barriero/ ext sheathing
tpo membrane roof
o/ 4" rigid insul. o/ 3"
mtl deck.
mtl parapet
flashing. vfy color
w/ architect.
2" rigid insul.
6" mtl framing 16"
o.c.
brick finish w/ 1" airgap & vaporbarrier o/ ext.sheathing
ext light ref:
electrical
ext sun shade. mount
to storefront
window system
raised access
floor
T.O. PARAPET
T.O. WINDOW
T.O. PARAPET
T.O. SLAB
D.B.E.
B.O. AWNING
sim/OPP
sim/OPP
sim
2
11A302
12
A302
13
A302
9
A302
100'-0"
101'-0"
103'-0"
107'-0"
107'-6"
110'-0"
111'-0"
VARIES
117'-0"
concrete slab. ref:
structural
foundation wall &
footing. ref:
structural
storefront window
lay in ceiling. ref:RCP plan
tpo membrane roof
o/ 4" rigid insul. o/ 3"
mtl deck.
mtl parapetflashing. vfy color
w/ architect.
2" rigid insul.
6" mtl framing 16"
o.c.
brick finish w/ 1" airgap & vapor
barrier o/ ext.
sheathing
ext sun shade. mount
to wall system
W1
T.O. TRIM
T.O. PARAPET
T.O. STEM WALL
CEILING HT.
T.O. SLAB
B.O. WINDOW
T.O. WINDOW
D.B.E.
T.O. AWNING
SIM/OPP
5
15
A302
16A302
17A302
111'-0"
VARIES
119'-6"
EAVE HT.
SOFFIT HT.
D.B.E.
18
A302
3 5/8" mtl framing16" o.c. & diag.brace framing
gyp bd soffit
lay in ceiling
8" mtl framing 16"
o.c. w/ gyp bd
stl beam. ref:
structural
tpo membrane roof
o/ 4" rigid insul o/
mtl decking
8" mtl framing 16"o.c. w/ int gyp bd
eifs finish o/ vapor
barrier o/ ext
sheathing
mtl gutter
stl beam. ref:
structural
6" mtl framing w/batt insul.w/ painted
gyp bd finish
built up curb for
kalwall skylight
sytem
kalwall skylight
stl column. ref:structural
OWNER PROVIDEDLCD TV
WALL NICHE FOR
TV. PROVIDE MIN.1" CLEARANCE ONALL SIDES.
5/8" GYP
M.S. FRAMING
TURNED 90º
M.S. BLOCKING ASREQ'D
8
14
A302
12A302
11
A302
9
A302
100'-0"
101'-0"
111'-0"
115'-0"
117'-0"
108'-11"
8"
foundation wall &footing. ref:structural
tpo membrane roof
o/ 4" rigid insul. o/ 3"
mtl deck.
mtl parapet
flashing. vfy color
w/ architect.
2" rigid insul.
6" mtl framing 16"
o.c.
brick finish w/ 1" air
gap & vapor
barrier o/ ext.
sheathing
modular vault. vfy
& coord. w/ diebold
modular vault
ceiling vfy & coord.w/ diebold
concrete slab,ref: structural
T.O. VAULT CAP
T.O. PARAPET
T.O. TRIM
D.B.E.
T.O. SLAB
T.O. STEM WALL
SIM/
OPP
SIM/OPP
SIM
7
100'-0"
108'-11"
VARIES
110'-0"
concrete slab. ref:structural
tpo membrane roof
o/ 4" rigid insul. o/ 3"
mtl deck.
stl joist. ref:structural
modular vault. vfy& coord. w/ diebold
modular vault
ceiling vfy & coord.
w/ diebold
duct. ref:mechanical
lay in ceiling. ref:rcp Plans
3 5/8" mtl framing
16" o.c. w/ sound
batt w/ one side of
finished gyp bd.
CEILING HT.
T.O. VAULT
D.B.E.
T.O. SLAB
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
SECTION REFERENCE NOTES:
CEILING, SEE A102
CASEWORK, SEE INTERIOR ELEVATIONS
CONCRETE FLOOR SLAB, OVER COMPACTED SUB GRADE
REF: SOILS ENGINEERING REPORT FOR UNDER SLAB
REQUIREMENTS
DRIVE-THRU ATM UNIT BY DIEBOLD
PNEUMATIC TELLER TUBE SYSTEM BY DIEBOLD.
tpo membrane roof, SEE ROOF PLAN
MECHANICAL UNIT, SEE MECHANICAL
DRAWINGS
TELLER V.A.T. AND TUBE BY DIEBOLD
STUD FRAMED SOFFIT
STRUCTURAL BEAM, SEE STRUCTURAL DRAWINGS
STANDING SEAM METAL ROOF, SEE ROOF PLAN
pre-finished ALUMINUM SOFFIT O/ 1/2" PLYWOOD
LIGHT, SEE LIGHTING PLAN
ROOF ACCESS HATCH, SEE 4/A103
MECHANICAL DUCT, SEE MECHANICAL
DRAWINGS
STRUCTURAL JOIST, SEE STRUCTURAL DRAWINGS
KALWALL SKYLIGHT, SEE 18/A302
DIEBOLD CLASS 1 MODULAR VAULT
'TATE concore 1500' panel SYSTEM O/CONCRETE SLAB.
WALL, SEE PLAN FOR TYPE AND A303 FOR CONSTRUCTION.
FOUNDATION WALL, SEE STRUCTURAL DRAWINGS
PRE-FAB ALUM. window shade
WALL NICHE FOR OWNER PROVIDED LCD TV.
COORDINATE SIZE PRIOR TO INSTALL
E
20A302
111'-0"
100'-0"
114'-0"
115'-0"
metal panel systemO/ vapor barrier o/
5/8" EXT. SHEATHING
O/ 6" M.S. FRAMING
stl column. ref:
structural
concrete pier/island.ref: structural
batt insul. onlylocated in column
framing w/ roof
drain & overflow
drain pipes
pre-finished metal
soffit O/ 5/8" EXT.
SHEATHING O/ 3 5/8"M.S. FRAMING
stl beam. ref:structural
tpo membrane
roofing o/ mtl
decking
pre-finished mtlflashing. vfy colorw/ architect
T.O. PARAPET
D.B.E.
T.O. CURB
CEILING HT.
1 WALL SECTION @ A
SCALE: 1/2" = 1'-0"2 WALL SECTION @ B
SCALE: 1/2" = 1'-0"3 WALL SECTION @ D
SCALE: 1/2" = 1'-0"4 WALL SECTION @ 1
SCALE: 1/2" = 1'-0"5 WALL SECTION @ 2
SCALE: 1/2" = 1'-0"
6 WALL SECTION @ CLERESTORY
SCALE: 1/2" = 1'-0"
7 WALL SECTION @ VAULT
SCALE: 1/2" = 1'-0"
8 WALL SECTION @ INTERIOR VAULT
SCALE: 1/2" = 1'-0"10 WALL SECTION @ DRIVE THRU COLUMN
SCALE: 1/2" = 1'-0"
SE
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GRID2
3
13
6" M.S. FRAMING@ 24" O.C.
5/8" EXT. SHEATHINGW/VAPOR BARRIER
RAKE TRIM
'ALUCOBOND' ALUM.
COMPOSITE PANEL
6" M.S. FRAMING@ 16" O.C.
5/8" GYP
13
R19 BATT INSUL
1 1/2" METAL
DECKING
FELT PAPER O/5/8"
EXT. SHEATHING
CONT. BENT PLATE
DECK CLOSURE, SEE
STRUCTURAL
CONT. M.S. BLOCKINGAS REQ'D
13
6" M.S. FRAMING
@ 16" O.C.
6" M.S. FRAMING
@ 16" O.C.
5/8" GYP
'ALUCOBOND'
ALUM. COMPOSITE
PANEL
'ALUCOBOND' ALUM.
COMPOSITE PANEL
5/8" EXT. SHEATHING
W/VAPOR BARRIER
FLASHING &
CAULK
R19 BATT INSUL
GRID GRID
13
6" M.S. FRAMING@ 16" O.C.6" M.S. FRAMING@ 16" O.C.
5/8" GYP
'ALUCOBOND' ALUM.COMPOSITE PANEL
5/8" EXT. SHEATHINGW/VAPOR BARRIER
3 5/8" M.S. FRAMING
@ 16" O.C.
R19 BATT INSUL
WEEP & BAFFLE
ACM SYSTEM
EXTRUSIONS
AND CLIPS
CONCEALWINDOW SHADE
ROLLER
LIGHT GA. FLANGE
TO SUPPORT GYP
2X BLOCKING
EXTEND WALL TO
B.O. OF ROOF OR
12" ABOVE LAY-IN
CEILING
19
5
21
STOREFRONT
FRAME, SEE 8/A401FOR DETAILING
EXTERIOR GRADE
OR SLAB. SEE PLAN
2" RIGID INSULBOARD
FLOOR FINISH, SEE
FINISH SCHEDULE
GRID
6" M.S. FRAMING
@ 16" O.C.
1
5/8" GYP
R19 BATT INSUL
5/8" EXT. SHEATHING
W/VAPOR BARRIER
3 COAT ACRYLIC FINISH
METAL REGLET
FLASHING
RUN MEMBRANE UPWALL BEHIND FLASHING.TERMINATE AT
TERMINATION BAR.
13
M.S. BLOCKING
3 5/8" M.S.FRAMING @16" O.C.
5/8" GYP
14
3" METAL DECKING,
SEE STRUCTURAL
'SLIPTRACK'TOP TRACK
T.S. BLOCKING
BETWEEN JOISTS,SEE STRUCTURAL
GRID
195
CONCRETE SLAB
RECESS. SEESTRUCTURAL
5/8" GYP
3 5/8" M.S.
FRAMING @ 16" O.C.
3 5/8" M.S.FRAMING @ 16" O.C.
5/8" GYP
BASE OR WALL
COVERING, SEE
FINISH SCHEDULE
FLOOR FINISH, SEEFINISH SCHEDULE
GRID
BRICK VENEER,
SEE ELEVATIONS
BRICK LINTEL, SIZE PER
LINTEL SCHEDULE ON
STRUCTURAL
BRICK TIE @ 48"
o.c. ea. way
VAPOR
BARRIER
RUN MEMBRANE UP
WALL MIN 12" AND
TERMINATE W/
TERMINATION BAR
1
RUN MEMBRANE UPWALL AND UNDERPARAPET CAP
3" METAL DECKING,SEE STRUCTURAL
5/8" EXT.
SHEATHING
6" M.S. FRAMING
@ 16" O.C.
6" M.S. FRAMING.
PROVIDE ADDT'L
STUDS @ EA. JOIST.SEE STRUCTURAL
PRE-FINISHEDMETAL CAPFLASHING
CLEAT
1
13
1 1/2" METAL DECKING,
SEE STRUCTURAL
GRID
3 5/8" M.S. FRAMING
@ 24" O.C.
6" M.S. FRAMING
@ 16" O.C.
5/8" GYP
METAL SOFFITPANEL
R19 BATT INSUL
5/8" EXT. SHEATHING W/
VAPOR BARRIER
HANGER WIRE @ 24"
O.C. BOTH WAYS
BRICK VENEER,
SEE ELEVATIONS
CONT. 8"X1/4" BENTPLATE. PAINT FINISH,
SEE ELEVATIONS
CONT. 8" CHANNEL
1'
-
0
"
5
21
EXTERIOR GRADE
OR SLAB. SEE PLAN
2" RIGID INSUL
BOARD
6" M.S. FRAMING@ 16" O.C.
5/8" GYP
R19 BATT INSUL5/8" EXT. SHEATHING W/
VAPOR BARRIER
WEEP HOLE @ 48"
METAL FLASHING,
EXTEND UP WALL 6" MIN.
FOOTING, SEESTRUCTURAL
BASE OR WALL
COVERING, SEE
FINISH SCHEDULE
GRID
BRICK VENEER,
SEE ELEVATIONS
BRICK TIE @ 48"o.c. ea. way
GRID
STOREFRONT VERTICAL
BUTT GLAZED MULLION
PRE-FAB SUN SHADE
STOREFRONT GLAZING ATTACH SUN SHADE
TO VERTICAL MULLION
PER MFR. DETAIL
GRID
BRICK VENEER,SEE ELEVATIONS
BRICK TIE @ 48"o.c. ea. way
5/8" EXT. SHEATHING
W/VAPOR BARRIER
1
RUN MEMBRANE UP
WALL AND UNDER
PARAPET CAP
3" METAL DECKING,SEE STRUCTURAL
5/8" EXT. SHEATHING
W/VAPOR BARRIER
6" M.S. FRAMING
@ 16" O.C.
PRE-FINISHED
METAL CAP
FLASHING
CLEAT
3"X3" DECK
CLOSURE ANGLE,
SEE STRUCTURAL
1/2"
GRID
BRICK VENEER,
SEE ELEVATIONS
5/8" EXT. SHEATHINGW/VAPOR BARRIER
CONT. 8"X1/4" BENTPLATE. PAINT FINISH,
SEE ELEVATIONS
6" M.S. FRAMING
@ 16" O.C.
8" CHANNEL TO
SUPPORT BRICK
ABOVE
5/8" GYP
WINDOW FRAME
SHIM AS REQ'D
CAULK
GRID
BRICK VENEER,
SEE ELEVATIONS
5/8" EXT. SHEATHING
W/VAPOR BARRIER
BRICK LINTEL, SIZE
PER STRUCTURAL
SCHEDULE
4"X2" T.S. AWNING.PAINT FINISH, SEE
ELEVATIONS
2"X1/4" PLATE FORT.S. ATTACHMENT
6" M.S. FRAMING
@ 16" O.C.
5/8" GYP
6" M.S. BOX
HEADER
GRID
BRICK VENEER,SEE ELEVATIONS
5/8" EXT. SHEATHING
W/VAPOR BARRIER
6" M.S. FRAMING
@ 16" O.C.
DIEBOLD CLASS 1
MODULAR VAULT
6"
GRID
3
6" M.S. FRAMINGTURNED 90º @ 16"O.C.
5/8" GYP (TYP)
3 5/8" M.S. BRACING@ 16" O.C.
6" M.S. FRAMING
@ 16" O.C.
6" M.S. FRAMING
OWNER PROVIDED
LCD TV
12
"
M
I
N
13
3 COAT ACRYLIC FINISH
O/2" INSUL BOARD
METAL REGLET
FLASHING
RUN MEMBRANE 24" MIN
UP WALL BEHIND
FLASHING. TERMINATE
AT TERMINATION BAR.
16" M.S. FRAMING
@ 16" O.C.
5/8" GYP
R19 BATT INSUL
5/8" EXT. SHEATHINGW/VAPOR BARRIER
3" METAL DECKING,
SEE STRUCTURAL
DECK CLOSURE
ANGLE
6" M.S. FRAMING
TURNED 90º @ 16" O.C.
GRID
8" M.S. FRAMING @
16" O.C. BETWEEN
T.S. FRAMING
T.S. COLUMN ENCLOSEDIN WALL CAVITY.
SEE STRUCTURAL
OWNER PROVIDED
LCD TV
12
12
3 COAT ACRYLIC FINISH
5/8" EXT. SHEATHING
W/VAPOR BARRIER
GRID
8" M.S. FRAMING @16" O.C. BETWEENT.S. FRAMING
5/8" GYP
R19 BATT INSUL
3
6" M.S. FRAMING@ 16" O.C.
R19 BATT INSUL
metal gutter
STANDING SEAM ROOF
13
T.S. COLUMN ENCLOSEDIN WALL CAVITY.SEE STRUCTURAL
vapor barrier o/
5/8" ext. sheathing
METAL DECKING,
SEE STRUCTURAL
BENT CLIP FORM.S. ATTACHMENT
3
R19 BATT INSUL
6" M.S. FRAMING@ 24" O.C.
STANDING SEAM ROOF
vapor barrier o/
5/8" ext. sheathing
METAL DECKING,
SEE STRUCTURAL
DECK CLOSURE,SEE STRUCTURAL
flashing
SKYLIGHT FRAME,
'KALWALL 100' or
similar
13
2X WOOD CURB
10"
GRID
6" M.S. FRAMING
@ 16" O.C.
'ALUCOBOND' ALUM.COMPOSITE PANEL
5/8" EXT.SHEATHING
BRICK VENEER,SEE ELEVATIONS
BRICK LINTEL, SIZE PERLINTEL SCHEDULE ONSTRUCTURAL
BRICK TIE @ 48"
o.c. ea. way
CAULKING
VAPORBARRIER
1
RUN MEMBRANE UP
WALL AND UNDER
PARAPET CAP
3" METAL DECKING,
SEE STRUCTURAL
5/8" EXT.
SHEATHING
6" M.S. FRAMING@ 16" O.C.
6" M.S. FRAMING.PROVIDE ADDT'L
STUDS @ EA. JOIST.
SEE STRUCTURAL
PRE-FINISHED
METAL CAP
FLASHING
CLEAT
GRID
METAL SOFFIT
PANEL
3 5/8" M.S. FRAMING@ 24" O.C.
HANGER WIRE @ 24"
O.C. BOTH WAYS
13
1
RUN MEMBRANE UP
WALL AND UNDER
PARAPET CAP
1 1/2" METAL
DECKING, SEESTRUCTURAL
5/8" EXT.
SHEATHING
6" M.S. FRAMING
@ 16" O.C.
PRE-FINISHED
METAL CAP
FLASHING
CLEAT
ACRYLIC FINISHO/RIGID INSULBOARD
2x blocking
LIGHT GA. CLIP
METAL STUDS TO
STRUCTURAL BEAM
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
SECTION REFERENCE NOTES:
CEILING, SEE A102
CASEWORK, SEE INTERIOR ELEVATIONS
CONCRETE FLOOR SLAB, OVER COMPACTED SUB GRADE
REF: SOILS ENGINEERING REPORT FOR UNDER SLAB
REQUIREMENTS
DRIVE-THRU ATM UNIT BY DIEBOLD
PNEUMATIC TELLER TUBE SYSTEM BY DIEBOLD.
tpo membrane roof, SEE ROOF PLAN
MECHANICAL UNIT, SEE MECHANICAL
DRAWINGS
TELLER V.A.T. AND TUBE BY DIEBOLD
STUD FRAMED SOFFIT
STRUCTURAL BEAM, SEE STRUCTURAL DRAWINGS
STANDING SEAM METAL ROOF, SEE ROOF PLAN
pre-finished ALUMINUM SOFFIT O/ 1/2" PLYWOOD
LIGHT, SEE LIGHTING PLAN
ROOF ACCESS HATCH, SEE 4/A103
MECHANICAL DUCT, SEE MECHANICAL
DRAWINGS
STRUCTURAL JOIST, SEE STRUCTURAL DRAWINGS
KALWALL SKYLIGHT, SEE 18/A302
DIEBOLD CLASS 1 MODULAR VAULT
'TATE concore 1500' panel SYSTEM O/CONCRETE SLAB.
WALL, SEE PLAN FOR TYPE AND A303 FOR CONSTRUCTION.
FOUNDATION WALL, SEE STRUCTURAL DRAWINGS
PRE-FAB ALUM. window shade
WALL NICHE FOR OWNER PROVIDED LCD TV.
COORDINATE SIZE PRIOR TO INSTALL
GRID
pre-finished metal
soffit O/ 5/8" EXT.
SHEATHING O/ 3 5/8"M.S. FRAMING
6" M.S. FRAMING
@ 16" O.C.
'ALUCOBOND' ALUM.
COMPOSITE PANEL
5/8" EXT.SHEATHING
W/VAPOR
BARRIER
5/8" EXT.
SHEATHING
1
RUN MEMBRANE UP
WALL AND UNDER
PARAPET CAP
1 1/2" METALDECKING, SEESTRUCTURAL
5/8" EXT.SHEATHING
6" M.S. FRAMING@ 16" O.C.
PRE-FINISHEDMETAL CAPFLASHING
CLEAT
'ALUCOBOND'ALUM. COMPOSITEPANEL
STRUCTURAL COLUMNSEE STRUCTURAL
DRAWINGS
1 WALL DETAIL
SCALE: 1" = 1'-0"2 WALL DETAIL
SCALE: 1" = 1'-0"3 WALL DETAIL
SCALE: 1" = 1'-0"4 WALL DETAIL
SCALE: 1" = 1'-0"5 WALL DETAIL
SCALE: 1" = 1'-0"6 WALL DETAIL
SCALE: 1" = 1'-0"
7 WALL DETAIL
SCALE: 1" = 1'-0"8 WALL DETAIL
SCALE: 1" = 1'-0"9 WALL DETAIL
SCALE: 1" = 1'-0"10 WALL DETAIL
SCALE: 1" = 1'-0"11 WALL DETAIL
SCALE: 1" = 1'-0"
12 WALL DETAIL
SCALE: 1" = 1'-0"13 WALL DETAIL
SCALE: 1" = 1'-0"14 WALL DETAIL
SCALE: 1" = 1'-0"15 SOFFIT CEILING DETAIL
SCALE: 1" = 1'-0"
16 WALL DETAIL
SCALE: 1" = 1'-0"
17 WALL DETAIL
SCALE: 1" = 1'-0"18 WALL DETAIL
SCALE: 1" = 1'-0"19 WALL DETAIL
SCALE: 1" = 1'-0"21 WALL DETAIL
SCALE: 1" = 1'-0"20 WALL DETAIL
SCALE: 1" = 1'-0"
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CEILING AS SCHEDULED.
SEE RCP FOR CEILING
HEIGHT.
R-19 BATT INSULATION
BASE OR WALL COVERING
RE: FINISH SCHEDULE
5/8" GYP. BOARD
VAPOR BARRIER O/5/8" PLYWOOD SHEATHING
2X6 MTL STUD EXTERIOR WALL
CONSTRUCTION
CONC. FOUNDATION
WATER PROOFINGON FOUNDATION
WALL
VAPOR BARRIER.
FRAME HEIGHT TO BE 10'-6" UNLESS
NOTED OTHERWISE
CEILING AS SCHEDULED. SEE RCP
FOR CEILING HEIGHT.
BASE OR WALL
COVERING RE: FINSH
SCHEDULE
5/8" GYP BOARD OR 5/8" CEMENT
BACKER BOARD FOR AREAS WITH
WALL TILE. SEE INTERIOR
ELEVATIONS
R-19 SOUND BATT INSULATION
6" LT. GA. METAL STUD FRAMING
CEILING AS SCHEDULED. SEE RCP
FOR CEILING HEIGHT.
3 5/8" LT. GA. METAL STUD FRAMING
R-11 SOUND BATT INSULATION
FOR WALLS NOTED F.H.G.B. STUD,GYP BOARD, AND INSULATION TO
CONTINUE TO B.O. DECK ABOVE
FRAME HEIGHT TO BE 10'-6" UNLESS
NOTED OTHERWISE
BASE OR WALLCOVERING RE: FINSHSCHEDULE
5/8" GYP BOARD OR 5/8" CEMENT
BACKER BOARD FOR AREAS WITHWALL TILE. SEE INTERIORELEVATIONS
FOR WALLS NOTED F.H.G.B. STUD,
GYP BOARD, AND INSULATION TO
CONTINUE TO B.O. DECK ABOVE
FRAME HEIGHT TO BE 12'-6" UNLESS
NOTED OTHERWISE
CEILING AS SCHEDULED. SEE RCP
FOR CEILING HEIGHT.
BASE OR WALL
COVERING RE: FINSH
SCHEDULE
5/8" GYP BOARD OR 5/8" CEMENT
BACKER BOARD FOR AREAS WITH
WALL TILE. SEE INTERIOR
ELEVATIONS
R-25 SOUND BATT INSULATION
8" LT. GA. METAL STUD FRAMING
FOR WALLS NOTED F.H.G.B. STUD,GYP BOARD, AND INSULATION TO
CONTINUE TO B.O. DECK ABOVE
5/8" GYP. BOARD OR 5/8" CEMENT
BACKER BOARD FOR AREAS WITH
WALL TILE. SEE INTERIOR
ELEVATIONS
1" AIR GAP
6" 20 GA. (MIN) METAL STUD
FRAMING @ 16" O.C.
CEILING AS SCHEDULED. SEE RCP
FOR CEILING HEIGHT.
5/8" PLYWOOD SHEATHING
R-19 BATT INSULATION
BRICK VENEER
BASE OR WALL COVERING
RE: FINISH SCHEDULE
VAPOR BARRIER O/ PLYWOOD
SHEATHING. WRAP OVER WEEP
SCREED
WEEP SCREED
1/2" MORTAR BASECOATUSING TYPE S SCRATCHCOAT O/ METAL LATH
'ALUCOBOND' ALUM.COMPOSITE PANELSYSTEM
ACM SYSTEM
EXTRUSIONSAND CLIPS
WATER PROOFINGON FOUNDATIONWALL
CONC. FOUNDATION
5/8" GYP BOARD OR 5/8" CEMENT
BACKER BOARD FOR AREAS WITH
WALL TILE. SEE INTERIOR
ELEVATIONS
CEILING AS SCHEDULED. SEE RCP
FOR CEILING HEIGHT.
FRAME HEIGHT TO BE 12'-6" UNLESS
NOTED OTHERWISE
R-25 SOUND BATT INSULATION
8" LT. GA. METAL STUD FRAMING
EIFS ON 2" RIGID INSUL. BD.
5/8" PLYWOOD SHEATHING
REFER TO WALL SECTIONS
FOR PARAPET DETAILS
WT4 - WALL TYPE 4WT3 - WALL TYPE 3WT2 - WALL TYPE 2 WT5 - WALL TYPE 5
NOTE: REFER TO WALL SECTIONS
FOR PARAPET DETAILS
WT1 - WALL TYPE 1
WT6 - WALL TYPE 6
NOTE: REFER TO WALL SECTIONS
FOR PARAPET DETAILS
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3'
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4'-
0
"
4'-0"
11
'
-
0
"
5'-10"24'-6"
(EQ)(EQ)(EQ)(EQ)6'-0" CLEAR (EQ)
11
'
-
0
"
12'-7"
(EQ)6'-0" CLEAR (EQ)
11
'
-
0
"
32'-0" (8 EQ PANELS)
11
'
-
0
"
29'-0 3/4"
11
'
-
0
"
EQ EQ
11'-7" (4 EQ PANELS)
11
'
-
0
"
24'-6" (6 EQ PANELS)
11
'
-
0
"
15'-8"
3'-0" CLEAR (4) EQ. PANELS
9'-8"9'-8 3/4"9'-8"
3'-0" CLEAR
EQ EQ
3'-0" CLEAR3'-0" CLEAR
EQ EQ
12'-3 3/4"
3'-0" CLEAR(3) EQ. PANELS
11
'
-
0
"
7'
-
2
"
w6
W1 W2 W3 W4
W7
W8 W9
W5
W10
104A 105A 106A
102A101B101A
116A
INTERIOR DORMA GLASS SYSTEM
BY OWNER INSTALLEDBY CONTRACTOR
INTERIOR DORMA GLASS SYSTEM
BY OWNER INSTALLEDBY CONTRACTOR
INTERIOR DORMA GLASS SYSTEM
BY OWNER INSTALLEDBY CONTRACTOR
INTERIOR DORMA GLASS SYSTEM
BY OWNER INSTALLED
BY CONTRACTOR
INTERIOR DORMA GLASS SYSTEM
BY OWNER INSTALLED
BY CONTRACTOR
4 1/2"
2"
1" GLASS
BACKER ROD &SEALANT
SHIM AS REQ'D
1/8" X 1/2" TACKY TAPE EA.
END OF HORIZ. TRIM FOR
CLEAN JOINTS
EXTERIOR
SHEaTHING
'ALUCOBOND' ALUM.
COMPOSITE PANEL
thermal separator
ACM SYSTEM EXTRUSIONS
AND CLIP
ACM REVEAL
6" M.S. BOXHEADER
6" M.S. FRAMING @16" O.C.
11
/
1
6
"
8"
3/
4
"
1/
2
"
THRESHOLD
BED IN SEALANT
BOTTOM RAIL
1" GLASS
1/4" ANCHOR
4 1/2"
3/
8
"
2"
1" GLASS ANCHOR BOLT
CAP SEALED
1/4" WEEP AT MID-LITE
BACKER ROD &
SEALANT
CONCRETE SLAB
SHIM AS REQ'D
C L
2"
BACKER ROD &
SEALANT
6" M.S. FRAMING
@ 16" O.C.
SHIM
STOREFRONT FRAME
EXTERIOR SHEATHING
'ALUCOBOND' ALUM.
COMPOSITE PANEL
thermal separator
ACM SYSTEM EXTRUSIONS
AND CLIP
ACM REVEAL
4
1
/
2
"
1" GLASS
4 1/8"
3"
PRIVETM FLOOR GUIDE
PRIVETM DOOR JAMB
PRIVETM ROLLER
PRIVETM HEADER
CEILING
M.S. BOX HEADER
5/8" GYP
CONCRETE SLAB
1
3
/
4
"
2 3/8"1 3/4"
3"
4 1/8"
PRIVETM WALL JAMB
PRIVETM HEADER
CEILING
CONCRETE SLAB
PRIVETM DRI-FIT CHANNEL
M.S. BOX HEADER
5/8" GYP
1 3/4"DOOR OPENING 1 3/4"9 3/4"1 3/4"
PRIVETM WALL JAMB
PRIVETM DRI-FIT CHANNEL
PRIVETM
VERTICAL POST
PRIVETM FLOOR GUIDE
PRIVETM WALL JAMB
M.S. FRAMING
PER PLAN
5/8" GYP
M.S. FRAMING
PER PLAN
5/8" GYP
1 3/4"DOOR OPENING 1 3/4"
SLIDER (D.O. + 3-1/2")
PRIVETM DRI-FIT CHANNEL
PRIVETM VERTICALPOST
PRIVETM FLOORGUIDE
PRIVETM DRI-FIT CHANNEL
1/2" TEMPEREDGLASS
TYPE 'B'TYPE 'A'
TYPE 'A'TYPE 'B'
TEMPERED GLASS
TYPE 'C'
TYPE 'C'
7'-
0
"
2"
2"3'-0"2"
7'-
0
"
2"
2"6'-0"2"2"3'-0"2"
7'-
0
"
2"
10
"
6'-0"
7'-
0
"
PRE-FINISHED
CLEAR ANODIZEDALUMINUM FRAME
HOLLOW METALFRAME, PAINTED
KAWNEER 350
SERIES ALUMINUM
DOOR WITH 1"
SAFETY GLAZING -
CLEAR ANODIZED
PRE-FINISHED
TIMELY TA-23ALUMINUM FRAME
RIFT CUT OAK
DOOR, CLEAR
FINISH
DOOR TYPES
FRAME TYPES
W/3 POINTLOCK,FLUSH BOLTS NOTACCEPTABLE
HOLLOW MTLFLUSH DOOR,PAINTED
FINISH MATERIAL LIST
FLOOR BASE WALLS CEILING
MATERIAL MATERIAL MATERIAL MATERIAL
F1
CARPET BY OWNER
INSTALLED BY
CONTRACTOR B1
4" SOLID WHITE RIFT
OAK. VFY FINISH W/
OWNER W1 PAINTED GYP. BD. FINISH C1
2X2 LAY-IN TILE,
(TEGULAR) 2'X2' SCORING
F2
LOBBY TILE/TERRAZZO
FLOOR B2 CERAMIC TILE W2 CERAMIC TILE WAINSCOT C2 PAINTED GYP. BD. FINISH
F3 RESTROOM TILE B3 4" RUBBER BASE W3 FRP C3
PRE-FINISHED ALUM.
SOFFIT
F4
PAINTED CONCRETE
FLOOR W4 CASEWORK C4 WOOD GRILLE
ROOM FINISH SCHEDULE
ROOM #ROOM NAME AREA (SF)FLOOR BASE WALL FINISH
CEILING
MATERIAL NOTES/REMARKS
N S E W
101 VESTIBULE 149 F1 B1 --W1 W1 C1
102 BRANCH MANAGER 200 F1 B1 -W1 W1 W1 C1
103 LOBBY 968 F1,F2 B1 W1 W1 W1 W1 C2, C3, C4
104 OFFICE 113 F1 B1 W1 --W1 C1
105 OFFICE 112 F1 B1 ---- C1
106 OFFICE 113 F1 B1 --W1 -C1
107 HALL 323 F1 B1 W1 W1 W1 W1 C1
108 MDP 88 F4 B3 W1 W1 W1 W1 C1
109 ADMIN 150 F1 B3 W1/W4 W1/W4 W1/W4 W1 C1
110 VAULT 162 F1 B3 ----C5
111 STORAGE 77 F1 B3 W1 W1 W1 W1 C1
112 RESTROOM 65 F3 B2 W1/W2 W1/W2 W1/W2 W1/W2 C1
113 RESTROOM 65 F3 B2 W1/W2 W1/W2 W1/W2 W1/W2 C1
114 STORAGE 53 F1 B3 W1 W1 W1 W1 C1
115 BREAKROOM 144 F1 B3 W1 W1 W1/W4 W1 C1
116 OFFICE 122 F1 B1 W1 W1 W1 W1 C1
117 JANITOR 41 F4 B3 W1/W3 W1 W1/W3 W1 C1
DO
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LOCATION SI
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101A*VESTIBULE PR 6'-0" x 7'-0"RHRA AL B 0'-1 3/4"-B 4.5"#1
101B**VESTIBULE PR 6'-0" x 7'-0"-GLAS ------
102A**OFFICE SGL 3'-0" x 11'-0"-GLAS ------
103A**OFFICE SGL 3'-0" x 11'-0"-GLAS ------
104A**OFFICE SGL 3'-0" x 11'-0"-GLAS ------
105A**OFFICE SGL 3'-0" x 11'-0"-GLAS ------
106A**OFFICE SGL 3'-0" x 11'-0"-GLAS ------
108A MDP SGL 3'-0" x 7'-0"RHR SCWD A 0'-1 3/4"-A 4.88"#3
109A ADMIN SGL 3'-0" x 7'-0"LH SCWD A 0'-1 3/4"-A 4.88"#3
111A STORAGE SGL 3'-0" x 7'-0"RH SCWD A 0'-1 3/4"-A 4.88"#3
112A RESTROOM SGL 3'-0" x 7'-0"LH SCWD A 0'-1 3/4"-A 4.88"#4
113A RESTROOM SGL 3'-0" x 7'-0"RH SCWD A 0'-1 3/4"-A 4.88"#4
114A STORAGE SGL 3'-0" x 7'-0"LH SCWD A 0'-1 3/4"-A 4.88"#3
115A BREAK ROOM SGL 3'-0" x 7'-0"RH SCWD A 0'-1 3/4"-A 4.88"#2
116A**OFFICE SGL 3'-0" x 7'-0"-GLAS ------
117A JANITOR SGL 3'-0" x 7'-0"LH SCWD A 0'-1 3/4"-A 4.88"#3
118A OUTSIDE STORAGE SGL 3'-0" x 7'-0"LHR HM C 0'-1 3/4"-C 7.25"#3
* Exterior Storefront System
** Interior Dorma Glass System By Owner Installed by Contractor; hardware to include pull handles on both sides.
GYP BOARD (TYP)
ALUMINUM CASING
18 GAUGE
DOOR FRAME
DOUBLE METAL STUD,18 GAUGE MIN
1 WINDOW ELEVATIONS
SCALE: 1/4" = 1'-0"
4 STOREFRONT HEAD DETAIL
SCALE: 3" = 1'-0"
10 STOREFRONT DOOR-THRESHOLD DETAIL
SCALE: 3" = 1'-0"
8 STOREFRONT GLAZING-SILL DETAIL
SCALE: 3" = 1'-0"
6 STOREFRONT JAMB DETAIL
SCALE: 3" = 1'-0"
3 STOREFRONT DETAIL @ SLIDER
SCALE: 1 1/2"= 1'-0"
5 STOREFRONT DETAIL @ FIXED
SCALE: 1 1/2"= 1'-0"
7 SLIDING DOOR JAMB DETAIL
SCALE: 1 1/2"= 1'-0"
9 SLIDING DOOR JAMB DETAIL
SCALE: 1 1/2"= 1'-0"
2 INTERIOR JAMB DETAIL
SCALE: 3" = 1'-0"
GENERAL NOTES:
1. GYP. BOARD ON INTERIOR PARTITIONS SHALL STOP 4" ABOVE SUSPENDED CEILING,
EXCEPT WHERE NOTED OTHER WISE. RE: PARTITION TYPES. GYPSUM BOARD ON
EXTERIOR WALL SHALL BE INSTALLED FROM FLOOR TO ROOF FRAMING.
2. ALL COLORS SHALL BE SELECTED BY OWNER - VERIFY COLORS FROM THE INTERIORSPECS LIST WITH OWNER PRIOR TO PAINTING ANY SPACES.
3. CEILING SUSPENSION SYSTEM SHALL REQUIRE SEISMIC BRACING. MAIN RUNNERS, SUB
RUNERS AND ALL NECESSARY SECONDARY DEVICES TO COMPLETE THE REQUIRED
SYSTEM. CEILING SUSPENSION CONTRACTOR TO FOLLW PATTERN LAYOUTS ONREFLECTED CEILING PLANS. IF THERE ARE ANY DISCREPANCIES NOTIFY ARCHITECTIMMEDIATELY. DEVIATIONS WILL NOT BE ALLOWED. RE: A501 FOR DETAILS.
4. CERAMIC TILE ON ALL WALLS OF THE RESTROOMS
5. PROVIDE FRP ON WALLS AROUND MOP SINK IN THE JANITOR CLOSET.
6. PLASTIC LAMINATE BASE/TOE KICK TO BE INSTALLED AT ALL CASEWORK EXCEPTMAIN TELLER LINE. COLOR BY ARCHITECT.
7. G.C. TO PROVIDE DOOR STOPS FOR ALL DOORS THAT DO NOT HAVE A CLOSER.
8. ALL DOOR HARDWARE TO BE CENTERED BETWEEN 30" A.F.F. TO 44" A.F.F.
9. ALL DOORS (INTERIOR & EXTERIOR) TO HAVE A MAXIMUM OPENING FORCE OF 5 LB.
DOOR HARDWARE GROUPS:
1. LOCK: KEYED OUTSIDE WITH ADAMS RITE 3 WAY LOCK ON INSIDE,
WITH THUMB TURN AND NO FLUSH BOLT.
HINGE: MANUFACTURER
THRESHOLD: DOOR MANUFACTURER CLOSER: HANDICAP DOOR OPENER - STANLEY MAGIC FORCE SWINGDOOR OPERATOR - REFER TO SPECS. WEATHERSTRIP: DOOR MANUFACTURER
2. LOCK: RHO ND10S - PASSAGE LOCK
HINGE: HAGAR SERIES 1200 SERIES BB - 1'-1/2" PR 4-1/2"X4-1/2"
CLOSER: LCN 4000 SERIES
3. LOCK: NETWORX PDL6100 - 626 HINGE: HAGAR SERIES 1200 SERIES BB - 1'-1/2" PR 4-1/2"X4-1/2"
4. LOCK: RHO ND40S - PRIVACY LOCK
HINGE: HAGAR SERIES 1200 SERIES BB - 1'-1/2" PR 4-1/2"X4-1/2"
CLOSER: LCN 4000 SERIES
DOOR SCHEDULE
*f2 material - lobby tile/terrazzo & raised access floor provided by owner contractor installed.
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GYP. BOARD WALL, PAINTED
12" x 24" TILE - COLOR: SEE SCHED.
KEYNOTES LEGEND
PROVIDE INSULATED BOOT AT ALL PIPING ASREQUIRED BY ADA. TYP. AT ALL LAVATORIES
LAVATORY AND FAUCET - RE: PLUMBING.
ADA ACCESSIBLE GRAB BARS.
SOLID SURFACE COUNTERTOP & LAMINATE ENDPANEL. COLOR: VERIFY WITH OWNER.
MIRROR WITH METAL CROME TRIM SURROUND.
JANITOR SINK AND FAUCET
EXTERIOR WINDOW. SEE WINDOW TYPES.
FLOOR MOUNTED FLUSH VALVE - ADA ACCESSIBLE TOILET.
6" TILE ACCENT BAND - COLOR: SEE SCHED.
INSET WALL LIGHT FIXTURE. CONTRACTOR TOPROVIDE POWER TO THIS LOCATION. COORDINATEFIXTURE HEIGHT & EXACT LOCATION WITH OWNER &ARCHITECT. CONTRACTOR TO INSTALL.
RECESSED PAPER TOWEL DISPENSER & RECEPTACLE.14" W x 28" H x 4" D.
NOT USED
FEMININE PRODUCT RECEPTACLE.
TISSUE DISPENSER.
DOTTED LINE INDICATES REQUIRED ADA CLEARANCE.
WOOD BLOCKING
SOLID SURFACE COUNTERTOP. COLOR: SEEFINISH SCHEDULE
SINK CABINET.
REFRIGERATOR BY OWNER. CONTRACTOR TO
PROVIDE POWER & water TO LOCATION.
4" SOLID SURFACE BACKSPLASH. VFY COLOR WITH OWNER.
METAL BRACKET DESK TOP SUPPORT - COLOR BLACK
OPEN SHELF FOR MICROWAVE. EXTENDS 4" BEYOND FACE OF CABINETS.
PLASTIC LAMINATE SHELVING. VFY COLOR WITH OWNER.
FRP WALL COVERING
BRUSHED ALUMINUM DRAWER PULLS.
PLASTIC LAMINATE DOOR. VFY COLOR WITH OWNER.
PLASTIC LAMINATE TOE KICK. COLOR black
SOLID SURFACE DESK TOP TO MATCH ADMIN ROOM COUNTER.
FAUCET AND SINK. RE: PLUMBING.
KEYED LOCKED DRAWER.
6"X12" TILE - COLOR: SEE SCHED.
WALL TILE - SEE TILE DETAIL
NOT USED
HANGING WATER HEATER. RE: PLUMBING.
SOLID SURFACE COUNTERTOP W/ UNDERMOUNTED SINK. RE: PLUMBING SPEC.
MIRROR TRIM: 1/2" x 4-1/2" x 1/4" WHITE RIFTOAK VFY W/ ARCH.
FORMICA. VFY COLOR W/ ARCHITECT.CONTRACTOR TO PROVIDE SAMPLES PRIORTO INSTALL.
4
3
2
A402
5A402
10
A402
ADMIN
109
JANITOR
117
HALL
107
F
6'
-
0
"
9
A402
BREAK
ROOM
115
7A402
7
A402
SIM/
OPP
REST
113
REST
112
2'-0"2'-0"2'-0"
6'-0"
3'
-
0
"
1'-
6
"
2'
-
6
"
1'-10 1/2"
1'-
2
"
2'-0"2'-0"2'-0"
3'-11"
4"
23
22
28
29
26
32
30
34
33
top of wallopening
coin machine
solid surface
counter. see finish
schedule
3'
-
6
"
3'-
6
"
1
11
10
14
38
38
4
3
5
19
16
9
13
37
38
18
3'-
0
"
1'
-
6
"
2'
-
6
"
4"
EQ.EQ.EQ.EQ.
5'-0"22
32
26
23
28
23
3'
-
6
"
3'-
6
"
6'-2"
top of wall
opening
22
FINISHED WALL
OPENING
3'-
0
"
1'
-
6
"
2'
-
6
"
6'-0"4'-0"
1'-
0
"
22
32
26
23
28
23
27
3'-0"
1
36
20
8
1 LARGE PLAN
SCALE: 1/4" = 1'-0"
8 BREAK RM LARGE PLAN
SCALE: 1/4" = 1'-0"6 LARGE RESTROOM PLAN
SCALE: 1/4" = 1'-0"9 BREAK ROOM ELEVATION
SCALE: 3/8" = 1'-0"
5 HALL ELEVATION
SCALE: 3/8" = 1'-0"
7 RESTROOM ELEVATION
SCALE: 3/8" = 1'-0"
4 ADMIN ELEVATION
SCALE: 3/8" = 1'-0"2 ADMIN ELEVATION
SCALE: 3/8" = 1'-0"3 ADMIN ELEVATION
SCALE: 3/8" = 1'-0"
10 JANITOR'S ELEVATION
SCALE: 3/8" = 1'-0"
AD
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X
B
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G
B
R
A
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C
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CO
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E
R
O
F
2
N
D
&
M
A
I
N
S
T
.
MO
U
N
T
A
I
N
A
M
E
R
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A
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D
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│29
0
9
W
A
S
H
I
N
G
T
O
N
B
L
V
D
-
O
G
D
E
N
,
U
T
8
4
4
0
1
│PH
:
8
0
1
-
6
1
8
-
3
4
6
3
30" MIN
48
"
M
I
N
48
"
M
I
N
30" MIN
8" MIN
17"-19"
9"
M
I
N
6" MAX
36
"
M
A
X
27
"
M
I
N
17"-19"
24" MAX
30
"
M
I
N
48" MIN
NOT TO EXCEED
FOUNTAIN DEPTH
NOTE: EQUIPMENT PERMITTEDIN SHADED AREA
FREE-STANDING
FOUNTAIN OR COOLER
(c)(d)
BUILT-IN
FOUNTAIN OR COOLER
SPOUT HEIGHT AND
KNEE CLEARANCE
(a)
CLEAR FLOOR SPACE
(b)
5 FOUNTAIN AND COOLER
SCALE: N.T.S.
1/
4
"
T
O
1
/
2
"
1/
4
"
M
A
X
42" MIN X 42" MIN
48
"
M
I
N
36
"
M
I
N
36" MIN 48" MIN 36" MIN
1
2
CHANGES IN LEVEL
(c)(d)
CHANGES IN LEVEL
(b)
TURNS AROUND AN OBSTRUCTION
90° TURN
(a)
NOTE: DIMENSIONS SHOWN APPLY WHEN X < 48 IN. (1220 MM.).
6 ACCESSIBLE ROUTE
SCALE: N.T.S.
42" MIN 12" MAX
48
"
M
I
N
32
"
M
I
N
18
"
12" MAX
54" MIN
36
"
54" MIN
12" MAX
42" MIN LATCH APPROACH 56" MIN (WALL MOUNTED W.C.)
18
"
32
"
M
I
N
33
"
-
3
6
"
17
"
-
1
9
"
19
"
M
I
N
12" MAX
36" MAX
40" MIN
36" MIN
33
"
-
3
6
"
60
"
M
I
N
6"
M
A
X
36
"
M
I
N
4"
M
A
X
34
"
M
I
N
12"
52" MIN
42" MIN LATCH APPROACH 56" MIN (WALL MOUNTED W.C.)
18
"
36" MIN
56" MIN (WALL MOUNTED W.C.)
18
"
60
"
M
I
N
4" MAX 32" MIN
TOILET
PAPER
ALTERNATE DOOR LOCATION
69" MIN (FLOOR MOUNTED W.C.)OTHER APPROACHES 48" MIN
(b)
ALTERNATE STALLS
42" MIN ON ALTERNATE
(c)
REAR WALL OF STANDARD STALL
(c)
REAR WALL OF STANDARD STALL
(a)
STANDARD STALL
OTHER APPROACHES 48" MIN 59" MIN (FLOOR MOUNTED W.C.)
STANDARD STALL (END OF ROW)
CLEAR FLOOR SPACE
59" MIN (FLOOR MOUNTED W.C.)
(a-1)
2 TOILET STALLS
SCALE: N.T.S.
30
"
M
I
N
17" MIN
19" MAX
48" MIN
CLEAR
FLOOR
SPACE
4 LAVATORY CLEARANCES
SCALE: N.T.S.
42
"
M
I
N
42
"
M
I
N
54" MIN X, 24" MIN
48
"
M
I
N
X, 24" MIN
Y,
4
8
"
M
I
N
Y,
4
2
"
M
I
N
X, 24" MIN
Y
X
Y,
4
2
"
M
I
N
54" MIN
60
"
M
I
N
X
48
"
M
I
N
18" MIN
(e)
SLIDE SIDE APPROACH - SLIDING
DOORS AND FOLDING DOORS
(f)
LATCH SIDE APPROACH - SLIDING
DOORS AND FOLDING DOORS
(d)
FRONT APPROACH - SLIDING DOORS
AND FOLDING DOORS
(c)
LATCH SIDE APPROACHES - SWINGING DOORS
PUSH SIDE
NOTE: Y=48" MINIMUM IF DOOR HAS
BOTH A LATCH AND CLOSER
NOTE: Y=54" MINIMUM IF
DOOR HAS CLOSER
PULL SIDE
(b)
HINGE SIDE APPROACHES - SWINGING DOORS
NOTE: X=36" MINIMUM IF Y=60"
X=42" MINIMUM IF Y=54"
NOTE: Y=48" MINIMUM IF DOOR HAS
BOTH A LATCH AND CLOSER
PULL SIDE
PUSH SIDE
(a)
FRONT APPROACHES - SWINGING DOORS
24" PREFERRED
PULL SIDE
PUSH SIDE
NOTE: X=12" IF DOOR HAS BOTH
A CLOSER AND A LATCH
NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH
THE CLEARANCES FOR FRONT APPROACHES
3 CLEARANCE AT DOORS
SCALE: N.T.S.
38" MIN
12"12"
33
"
12"42" MIN
54" MIN
17
"
-
1
9
"
19
"
33
"
38" MIN
39"-41"
21
"
-
3
1
"
18
"
TOILET PAPER
(a)
MIN MIN
BACK WALL
(b)
SIDE WALL
1 GRAB BARS AT WATER CLOSETS
SCALE: N.T.S.